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Home My WebLink About17-18364 CITY OF ZEPHYRHILLS � 5335-8TH STREET , � (ss3)�so-oo20 18364 ; � RESIDENTIAL SWIMMING POQL � PERMIT INFORMATION LOCATION INFORMATION � Permit Number: '18364 Address: 6437 ASHVILLE DR , Permit Type: SWIMMING POOL RES. ZEPHYRHILLS, FL. � Class af Work: POOUNEW Township: Range: Book; � Proposed Use: NOT APPLICABLE Lot(s}: Block: Section: ! Square Feet: Subdivision: SILVER QAKS VILLAGE i Est.Value: Parcel Nurnber: 03-26-21-0220-OOB00-0130 � Imprav. Cost: 28,000.00 OWNER INFORMATION Date tssued: 4i19i2017 Name: VANDERBILT MICHAEL D Tatal Fees: 382.50 Address: 6245 MAISE RD Amount Paid: 382.50 ZEPHYRHILLS, FL. 33542-3288 Date Paid: 4/19/2017 Phone: (863)581-7329 Work Desc: INSTALL INGRQUND FlBERGLASS PC?QL CUNTRACTOR S APPLiCATIfJN FEES PAUL SCHAPER CONSTRUCTION INC BUILDING FEE 262.50 , REESE ELECTRICAL INC P�UMBING FEE 60.00 PAUL SCHAPER CONSTRUCTION INC ELECTRICAL FEE 60.00 , � � � � � � � r Ins ections Re uired ' P(�OL STEEL P40L DECK& FC3C}TER ' POOL ELECTRIC BONQ PUOL PLUMBINGIPRESSURE ', FINAL REINSPECTION FEES: (c)With respect fia Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local governmenfi shall impose a fee of four times,the amaunt of the fee impased for the initial inspection ar first reinspection,whichever is greater,far each such subsequent reinspection. NOTICE: In additian to the requirements of this permit, there may be additiona( restricCions applicab(e 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 agencies or federal agencies. � The payrnent of inspectian fees sha(1 be made before any further permits will be Essued to the per�an owning same I "Warning fio owner: Your faiture to record a notice of commencement may resulY in your paying twice for ' impravements ta your property. If you intend ta abtain financing,consult with your lencler ar an attarney! before recarding your notice of commencement." { � , CON CTOR PERMIT OFFI � PER IT EXPIRES IN 6 MC}NTHS WITHOUT APPRt}VED IMSPEGTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PRQTECT CARD FROM WEATHER I IIIIII IIIII IIIII IIIII Iilli IIIII IIIII IIIII IIIII IIIII IIII IIII ; • � � NOTICE OF COMMENCEMENT 2017050499 � ' State of FLORIDA ' � County of PASCO i Property Identification PIo:03-26-21-0220-OOB00-0130 ; � THE UNDERSIGNED hereby gives norice that improvement will be made to certain real property,and in accordance.wi��.Sectian.7 L3 0€the.�'locida Sta�e.Sta4utes,�he.fnflo�r�g infocma�ic��is pcQvided in.this L�iotice oC ; Commencement: � 1. Description of property(legal description): � SILVER OAKS VILLAGE - PHASE TWO PB 50 PG 029 BLOCK B LOT 13 OR 9324 PG 0555 � I Street Address�p�� hV�lle (�f•��p Y1(��(h t 11S �l �3 Sy2 2. General Description of Improvement:InstaIlatio►t�of In-Ground Swimming Pool � 3.Owner Information or Lessee information if the Lessee contracted for the improvement ; a)Name and address: MICHAEL D VANDERBILT , � 6245 MAISIE RDbyS��bY��f��e. �'C' ZEPHYRHILLS FL 33542 ��I(�'j1��J ��33S�Z , b)Name and address of fee simple titleholder{if other than�dwner):N!A I c)Interest in property:�wner � 4.Contractor: Paul Schaper,8949 Gall Blvd.,Zephyrhills,FL 33541 —Ph: (813)782-0920,Fax:(813)715-4875 5. Surety: Bauer&Associates, 12210 Highway 301 N.,Dade City,FL 33525-$5,000 bond ' I 6. Leflder: NamelAddress: N!A 7. Identity of person within the State of Florida designated by owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)(7),Florida Statures: : , a) Name and address: N/A �i b) Telephone No.: Fax No. , (Opt)_ 8. In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as , pmvided in Section 7Y3.13(t�b},Florida Statutes: � Paul Schaper, 8949 Gal]Blvd,Zephyrhills,FL 33541 —Ph:(8l3)782-0920—Fax:(813)715-4875 � 9. Expiration date of Notice of Commencement(the expiration date is one year from the date of recording unless a � different date is specified): WARNING TO O�i'NER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF ' COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART I,SECTION 71313,FLORIDA , STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A IYOTICE OF C.ONIMF.PICE'�IEPiT MUST BE REC,ORAED ANI�PQSTEI?QN TFIE dQ8 S[TE BEFQRE,T�IE•F1RST INSPECTIQl\.IF YQU INTEND TO OBTAIN FINANCING,CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR i RECORDING YOUR NOTICE OF COMMENCENfENT. i STATE OF FLORIDA ; CO[INTY OF PASCO � Si at e of Owner or Owner's Authorized OfficedDirectorlPartner/Manager j Rcpt,:1852321 Ree: 10.00 � DS: 0.00 IT: 0.00 �� Q�j�--�j; i .�. � 04/05/2017 J. R. , DptY Clerk PrintName The foregoing instrument was aclrnowledged before me this o1 a day of �l��'C,1-�l ,20�,by � yr��.P �� (type of authority,e.g.officer,trustee, attorney in fact)for (name of party on behalf of whom instrument � was executed). � 'S��^�ti=-,�)�/1'�/�� Personally Known OR Produced Identification � No�t -ry Signature j Type ofIdentification Produced �� (�' _�;:��:%�,. KqTHRIN M ROSINSON � '� MY COMMISSION I/Fr236573 � •� PpULa S O'NEIL,Ph D.PRSCO CLERK & COMPTROLLER ��,a.�,.•', EXPIRES June 02,2019 �.IC;,jW'.-Cts7 - Fwklalwrnr Sa•rcu.car ,040R BK 1��Z�m PG 97 l . ' • � � STATE OF FLORIDA, COUWTY OF PASCO THIS IS TO CERTIFY THAT THE FOREGOING IS A ��'-� � TRUE AND CnRRECT COPY OF THE DOCUMENT �� .` • ' ,� �''O� ON FILE OR OF PUBLIC RECORD IN THIS OFFICE �`�, � G� WIT S NiY HAND AND FFIC AL SEAL THI ��` • DAY OF 2 Oj � , �� .� . " .� �� AULA . O'NE L, CL OMPTROL R � jr`r°�K'�T�ust• . �s � " ;:`p`,: s ,, BY DEPUTY CLERK '��, t�� ? ��_ I � ' $�"�'� .� �c,,��g,�'� • e "a.,� �' �� .vn •t�Cj��r- � �� DUKE � ENERGY� ' � 1 i � GVR#:-14&8&09� � � i i � I Apri118, 2017 � I ; , �a��S�c��i�p��.�c��ns�t;��rc. ' :8949'��all Bl�ud. Zephyrhills,FL 33541 ; 813-788-1555 Kathy@schaperconstruction.com ; - Su��xj��t: 6�3�7 A�s1�Vi��e }�x: i � Dear Paul Schaper Const. : � � � I Thank you for contacting Duke Energy Florida, LLC for a letter of no conflict regarding your pool i constr��t�an. � N��UNF�.�C�: I)�k�e=�n�rgy:Flx��id�;LLC h�s.:�vi�ew�d�ot�r�existiarg faciliti�es�at�tYte abmv�e i referencec�ac�c�ress arid has foun�no apparent conflict at the proposed poo�location. According to the drawing(s) you have provided Duke Energy Florida, LLC has no objection to the proposed construction. Nofe: Florida}aw requires exea�a�Q�s.�Q d_i=a_I_St��_shine State.One_£a�l:a€��o�i�_�=at 811 to.lQeate ; exisring u�de�g�a.t��r��i;l��Yes p�'iQx��c�igg�tg�ci a�vo�ie��e�s��al�jr��y-a�.c��e�o eq��p�ea��. ' i Sincerely, � i -°Reb�Gca-Grenev►�icz Project Coordinator � Duke Energy Florida,LLC 2166 Palmetto St, Clearwater, FL 33765 1 � i � ; . , ; r '`�' a�saae-oozo City of Zephyrhills Permit Application Fax-813-780-0021 rBullding Department Date Received Phone Contact for Pertnitting �J 1 C� � 1� Owner's Name � � Owner Phone Number OwnersAddress 11 � �h� �W�^�� I ner Ph e umber Fee Simple Titleholder Name Owner Phone Number I �i Fee Simple Titleholder Address I �� JOB ADDRESS � � �/,1 v I 1(4 � �� I i SUBDIVISION I V I I` PARCEL ID# (OBTAINEU FROM PROPERN TAX NOTICE) i WORK PROPOSED � N TALLSTR e REPAIR � SIGN Q 0 DEMOLISH i PROPOSED USE SFR Q COMM 0 OTHER TYPE OF CONSTRUCTION Q BLOCK Q FRAME 0 STEEL Q � DESCRIPTION OP WORK � 1 � � � BUILDING SIZE SQ FOOTAGE HEIGHT � I I ' BUILDING S NY1� VALUATION OF TOTAL CONSTRUCTION ' U-�� , QELECTRICAL $ AMP SERVICE � PROGRESS ENERGY Q W.R.E.C. , QPLUMBING $ C�� i ,9 J �..- ; r� Z��C ��o., QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION l 1 ' � I v i OGAS Q ROOFING Q SPECIALTY � OTHER � ; � ' FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO � � � BUILDER �� COMPANY V1 � SIGNATURE � REGISTERED N FEE CURRE� Y N ` i Address l ��\ License# — , ___ ELECTRICIAN _`n � � ��OMPANY � d�(�� ; SIGNATURE �V� REGISTERED Y/ N FEE CURRE� Y/N ' Address C� b� '�{53 License# �C� 7�� SS T PLUMBER � GY n�� COMPANY � = SIGNATURE � W REGISTERED Y! N FEE CU n Y/N' Address � l� I License# C ��'( I MECHANICAL COMPANY � SIGNATURE REGISTERED Y I N FEE CURRE� Y/N i Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N ' � Address License# � 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 I 1 I I 1 1 1 1 I 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permitfor new consWction, Minimum ten(10)working days after submittal date. Requlred onsite,Construction Plans,Stortnwater Plans w/Silt Fence installed, � Sanitary Facilities&1 dumpster,Site Work Pertnit for subdivisions/large projects I COMMERCIAL 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,ConsWction Plans,Stormwater Plans w/Silt Fence installed, � Sanitary Facilities 8 1 dumpster.Site Work Permi[for all new projecls.All commercial requirements must meet compliance I SIGN PERMIT Attach(2)sets of Engineered Plans. ••••PROPERTY SURVEY required for all NEW construction. Directlons:• - Fill out application completely. Owner S ConVactor sign back of application,notarized If over$2500,a Notice of Commencement Is requlred. (AIC upgredes 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 PERMI7TING (copy of contract required) Reroofs it shingles Sewers Service Upgrades AIC Fences(PIoUSurvey/Footage) , Driveways-Not over Counter if on public roadways..needs ROW r ' _,� NOTICE OF DEED RESTRICTIONS: The undersigned 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 RESPONSIBILITIES: 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 Inspection Division—Licensing Section at 727-847- � 8009. Furthermore, if the owner has hired a conVactor 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. � TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of 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,will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance. Furthermore, if Pasco County WatedSewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. 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 the "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 above described document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'SIOWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is hereby made to obtain a permit 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 pertormed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify 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. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,WaterlWastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalis,Docks,Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. i understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V"unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. ; - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. � - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill,an engineered drainage plan is required. 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 work 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 i 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 months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six(6)months after 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 IMPROV MENTS TO YOUR PROPERTY. IF YOU INTEN TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER TTORNEY BEFORE RECORDING YOUR C CO MENCEMENT. FLORIDA JURAT(F,S.117.0 OWNER OR AGENT CONTRACTOR Subscribed and swom to(or affirmed) ef re me t is Subscribed and sworn to or affi e befo me this Y Who Is/are ersonal� n to me o /have produced Who is/are pe o n r haslhave produced as identification. as identification. LJ�� Nota Pub ic ` I p Public �.ia��':��.ngA�u:��V!Mlj f.4:^'`JfiC':9P' :i°:•�• N M DO�HS�� Comm sion Na. . Commission N . �:= R 6l I..•. :�,,'��ot1`�1�7i�TS' �f FF2�8573 :+h,. Name f ot pe ;prin e or s ampe y, �; Name of Nota ��edi��ted or stamped � Noswiaoa w NiaHtv� ''%!^i'?+f• Fkwrcl:�(Vu;arySc�ree,car , � - � (;�o�1'�Z--C�c3 �/ t� �`'��c C�.i�e. (;�� , COm eim� � �� i � 3-2�- L1 � � �►� d • a ��o�� 8949 Galf Boulevard, Zephyrhills, FL 33541 j Local (813)788-1555 Fax (813)_715�875 FL Lic#CPC1456713 _ j ' Customer �Mike Vanderbilt - -- - -- -- - - -- - ---- - - .�Salesperson �paul --- - - � _---------___ � �-- - -- ±�. --- --- -- _ - - -_-_._ _ .. -- ----- -- � ---- -- -- ----- - __---------- Address 6437 Ashviile Dr. Phone 863-581-7329 � C�tY : Zephyrhills State; FL Z�p 33541 Date 3-1-17 � � a w-6�� POOL�— ' �� l'c�� MODEL: jking "Aruba" 11'x 22` C�L�R: Choic . rystite r Diamond Series , C� Included Engineering and Permit � Inciuded Standa cai Connection (Within 30� ; � I�cluded Hayward 3/4 Hp High Efficency Pump � Included Complete Instatlation I � Included Hayward 90 Sq Ft Cartridge Filter � ir►duaed Start-up Chemicais j � Included Goldiine Salt Water Chlorinatar 0 Included Hand Over E ui ment i � included Concrete Cantilever Coping-Acrlic Standard POOL OPTIONS i � Included PAL LED Pool Lite w/Remote HEATING OPTIONS ; � Included Little Shark Auto Cleaner N/A ' , p inciuded Perimeter Wateriine Tile (Choice) j ❑ Included WATERFEATURE OPTIONS j � Included � � cq, La a � � Included � � DECK OPTIOIVS SPECAIL ITE S 28 Ln. Ft. Deck O Drain 2'x 3'Paver Walk fo 8'Diameter Paver Circle Accer�t Ring � 28'x 20'Concrete wTextured Acrylic Shtl In i.�- (Approx 422 Sq ft Deck Area) 8'x 12' Matching Acrylic on Existing Deck � i• , S CIAL CONDITIONS SAFETY FEATURES: 25 Y�ar shell Warranty From Manufacturer By Owner(Yard Enclosure) 3 year Parts and Labor on Ali Hayward Equipment Door and Window Alarms Included � - � �� `�� '` � � - TOTAL QUOTE $ 28,000.00 PAYMENT Due upon Signing ••d c�,�a a9 -2 2-� 20% $5,600.00 i SCHEDULE Payment 1 -Due Upon Layout/Shell Dig 30% -$8,400.00 � Paymer�t 2-Du�Upon Tie Beam Coping Form 30% $8,404.00 ; Payment 3-Due upon Acrylic Commencement 20%�1,500.00 $4,100.00 � Final Payment Due on Handover Equipment Balance## $1,500.00 DELiVERY Delivery of your pool is scheduled for 2 weeks after permitting � ITEMS NOT Surveys or Asbuitts: Electrical Service; Rock Excavation: Dumping of removed debris; Underground Water or � INCLUDED problems caused by Storm Water. Irrigation or Sod: 12elocation of Service Lines; . Client hereby ag s that SG�,PP��POOL CONSTRUCTION is not responsible(but all care taken)for any damage to concrete, driveways, pat , gardens, underground drains, pipes, etc., or any plant life o or near the route of access and around Pool Area. Price val for 0 days. Collection costs if any,together with interest shall be ded to the contract price if payment default occurs. Cancell tio t e contract after the 72-hour grace period shall incur a nomin ee. S O L CONSTRUCTION CUSTOiiAE CEPTANCE / DAT ` � , �� , � � Vanderbilt Aruba.xlsm � � A:�.�-- - ------- � � � StarClear'" Plus _-r� � � CARTRIDGE FILTERS. ' �a�Fi'uaB'i�'s��Cl�ac Plus�i�ters��f�� -q�uality,value and convenience in cartridge � o . � _ - ;=��::4�ra��n.B�c��us�e.t�f�h�ir��r�b�e �� ,_� , . �bnstruction,they can handle the most i >'�. `°_.y,�.�:,.�,;� �� mandin a lications and environmental ``�� "� ._ 9 PP ';;�,.� .�-,;' , �fl�o1itions.The precision engineered core �'; ';._ .�...... � �rovides extra strength and maximum :.I }��;;`;��;> n, ;.�� _ , �'ow.StarClear�ius filters deiiver�roven �y'��=�� r" ' _ �erformance and value. � �. ' � �applications - �� ;�-,, i - =a�-ground pools ��,''' ' ;�S'', ' -_ -_:--ground pool/spa combinations � � k:� �'�j ; • k ;", seatures �I �-- � - ��=��tertanks matle from durable glass reinforced co- -., ->.' '� ;� � ;; .. �lymer maier.ial io meet zhe demands af the toughest , �`'"�. - � �` . R . �pplications and environmental conditions,including C9QDSrsrClearPlusFilter I ;--:_.= 5.�:-:�nor cleaning systems , $�ingle piece injection-molded base and body provides �dded strength for reliable,corrosion-free performance , . , � , � , , ; , � . _,L�ngle-lockang�knob secure4y fastens head to filter tank, ;�_vliminating bolts or clamps Effective ' ��ra-large cartridge element with precision engineered Model Filtration Dimensions Ctn. Ctn. � �.�are provides extra-strenglh and maximum flow Number_ Area Pipe Size VVidth Height Qty. Weight • ` �=i�vated,filteretl water collector antl debris sump C751 75 ft 2 1 '/z"FIP 13 3/s" 30" 1 26 Ibs. . �'' ,�ravents accieCentat by-pass of heavy d'etiris to poor C7512 75 ft.z 2"FIP 'f3 3fa" 30" T 26 Ibs�. � �,.�en cartridge is removed forcleaning ---_- �--.----_-___ - ___-_•_-.----__a -- . _ "h_°or 2°FIP connections for plumbing versatility �C900_,_0�-«90_it.? 1'7zwFIP.._<,'y�..,��13 3i5"_�.»30�.,;.�� 1'""'"` -:'261bs�':.,, � : � - ------.._,_ _ �� C900Z 90 ft� 2"FIP 13 3/a" 30° 1 26 Ibs�. --- ��*,�'�IF filter drain_for fastdraining.Alsn accepts.standartl. . _;igotvalve C1200 120ftz 1Yz"FIP 133/a° 36° 1 291bs. C12002 120 ft.� 2"FIP 13 3/e" 36" 1 29 Ibs. t�erformance.Data—Residential C97502 175 ftZ 2"FIP 13 3r�" 42" T 32 Ibs. - • Effective Tumover(In Gallons) _ ^.?.:��I �itt�ation �esign -- Re(!�el��10lEOt E1�dII�Dffi—Peg�35 ';��':=„�ber Area Flow Rate" e Hours 10 Hours � ��•�%�3 75 ft? 75 GPM 36 000 45 000 - - — - 2-- � - - --- - � . `•. � I `_ �-:_ :.-',�7�-.��90_ft._-,..�.,-=90_6P.M,a w43,200__�_�w59,�D0.�;} , 'c;iZUO 120 ft z 120 GPM 57,6�0 72,000 � ;� ' ��'�;e��502 175 ft z 120 GPM 57,600 72,�00 ' �::�s:�:rual Design Flow Rate based on 1 GPM/ft' ` i ��r�ormance Data—Pu61ic and APSP-15 '' ti � Effective Turnover pn 6allons) � I , :.��al Filtration Design , � _, �. "-=„�her Area Flow Rate` 8 Hours 10 Hours � - � i ','^�F51 75 ft? 28 GPM 13,500 16,875 j ---—90�ft 2`y"` 'GPM"_ -�-16,200 :.- 0;25.�� - i•d1?�0 120 < 45 GPM 21,600 27,000 �i ;s:�7502 175ftz 66GPM 37,680 39,6D0 , � ;ar.d APSP-]5 Oesign Flow Aaie based on.375 GPM/h= �::a�nined by pump size snd piping system hydraulics.2'piping is . t:=--anded for flow rates ahove 90 GPM.flefer to"Friction Loss"in � '-,�'�c�iics section,pages 22-25. � Cflf 1' �Ei1T�ll1 S�S$EB� �'B�tBJ. �l�.-II:a��Q4Cd I �. --- � � � � { � I - a� o ; � ..�.�.�:�. . . .�.:_ � . ^ * �,, ! � � � .��`r �_: �- City of Zephyrhills BUILDING PLAN REVIEW COMMENTS � i � - � I Contractor/Homeowner: ' �C �.�CG(G, �' Date Received: 7 ' �� Site: � �J� �:Y( r/i`/ /� V � r Permit Type: ' �'�� Gt � " � ' °F�G�.G>1�� i � � Approved w/no comments. Approved w/the below comments: ❑ Denied w/the below comments: ❑ � I i i I i � � I I . i ; i I i � � This comment sheet shall be kept with the permit and/or plans. � �7��/� � '� Kalvin S 'taer—P Examiner Date Contractor and/or Homeowner I (Required when comments are present) I x��; S MaxFlo XL� � _ :� MEDIUM HEAD PUMP SERIES j ,; i i N1axFlo XL is the most eneegy efficie�t G��.,` ;pump ir�:it�cFass�com�iiii"rrig dncre�if�fe . ' - economy and performance.Maxfla XL ' - ' ��=� physically aligns with the entire MaxFIoTM' '' � � �.�..;.::� �'� , . � '``�� family of pumps for seamless retrofit ' `, � ' , installations..Features_such_as.union � . , - �� - - connections and a varaeiy of energy efficiency single-and duai-speed models � ' �e:�ll�x�ica,DC�.am�ut�t�s�d9ng chfl.6c� ; ; ;.` : for both new pool and aftermarket ` �,� -,�. idstallations. ' t` , 1,.-� ' � . t.- , . " - f;l;�;'�;`;�'~� Applic�tions �� , � .,;�;: I CU o l��'�`�_=_-4"-�'��'�i •In-ground pools of all types and sizes � � �L u� NSF SdslM1t�illo%lmaGels '' ' arcEllEqGVSTAHeemlletl m In-groundspas :�� ' ��0�'� Features ; � •Advanced hydraulics for increased efficiency and , ; , i � i ; � i � priming ability , r � •Aligns with the entire MaxFlo line for seamless ; ;�, ; � Model Total Rated 5enrice Union Dim. Ctn. Ctn. retrofit installations � ` - Number H.P. H.P Factor Voltage Connections "A" Qty. Weight •All models include 1 1/2"x 2"union connections : Energy Efficient Max Rated Single-Speed •ExUa leaf-holding capacity basket extentls time h'� ' SE2305�(7EESP`.._(i.g5 3/a, 1.27 i 1.5/2Q8 23Q- 1'li x 2n �3 3I4 1 3416s, between cleaning ' �7�E-'�� 0.�5�.�,3/a`��1'.27�'�1°ti5'208=23Q�1�.:'/i"-z 2'--==t3=�1"`--�1��34`Ibs: •See-throu h strainer cover lets ou see when the basket � �F2305X E g__.�,�...�_ . _._._�/,�___. 9 Y i Standard Efficier�t Max Rated Single-Speed � needs cleaning � j. , SP2305X7 0.95 3/a 1.27 115/ZOB-230 1 Yz°x 2" 13 3/a" 1 34 Ibs. •Pressure testable to 50 psi maximum ; ' SP2307X10 1.25 1 1.25 115/208-230 1 �/z°x 2" 1 Ya" 1 37 Ibs. •Self-priming(suction lift up to B'above water level) � SP23TOX15 i.65 1 '/z ?1 115/208-23Q 1 Yi°x 2"' 1�'Yz" 1 42 Ibs. � • SP2315X20 2.10 2.0 1.05 115/208-230 1 Yz"x 2" 15 Yz" 1 45 Ibs. i • „ Ecn�sgy€f�v�:�4��GC�w��os��'��.� Pe�fornaance Data I �,,-1,,. , * � Rump 0urput(GPMI vs �'� � SP23D7X102 1.25 _ 1 1.25 230 1 /i'x 2" 15" 1 41 1bs. Max Aated Total Resistance to Flow ' SP2310X152* 1.65 1 �/z 1.1 230 1 Yz"x 2" 15 Yz" 1 43 Ibs. Model No. (Feet of Head) �� SP2315X202" 2.10 2.0 1.D5 230 1 Yz"x 2" 16" 1 46 Ibs. ' o � 20ft 30ft 40ft 50ft 60ft 7 ft {. r NOTE:"ENERGY STAR certified SP2305X7EESP 42 14 — — — — � �SSP2305X7iEE1."�===65` =�,55`?'.�43.==26-�`_—=--_-----�__—`s' ��: „-� SP2307X1D� 80 70 57 41 9 � — § ` � , ; SP2310X75 92 81 70 55 35 — ' :0�,°�r�ll�aa��r�g�°��aa:v��,� SP23]5X20 914 lU3 90 %5 55 — - � � 9.69 . � � 9.46 � "A" � I " � ��; — �- -. .. —��. � � � ; �� .�y. r_.�-r,�__.__— l_....,; _ __�� L�_. i i t r� � � `�---��"�" - Performance Data—Low Speed �� -�==i ; �•;;=--�- ��=� . � � �d"r�?' �� .� i�� i I�-�r' "-_�_`}_l�,cy - -- � - .� Pump Output(GPM)vs. � , ; �;i � '� � ��r� �--�� Max Rated Total Resistance to Flow ' Es };� r ;ea.�.m,.�s �.:_.. , � - ; _�.' Ti•rb ___.�'_ �� v � ti� Model No. (Feetof Head) ;; ' , �4� i.I� 7.63 �I �':;� �_ . � ,�i i! 5 h 10 ft 15 h 20 h 25 ft '3�ft ' ! : ; , -r�� -:.-_, ,,�__ _ : :,�. _. q,� -y�t-::��_,`= �-.-�. =� �.� SP2307X1Q2 37 22 ; �-..r._�._::��-1=•* •--��}7��:.--..--�-�=•�� ,%; �; . ' � �---t ' � -�---� ' , ,_,_,_,',_S�"'=_.�--. �. SPZ310X15Y �4Y 29 Y — � 1_-L_._-------i��_�-�s�.+�_a -�_1.� — — � �38 � ; _ 8�6 _ SP2315X202 55 42 21 — — — � - a.aa--�-•--- NOTE:For complete pump performance curves see page 27 , ; � 1 „. , � -: � D an1 rotnc 6 io nm 1�f1 , �� !For r�,..�e..�,,.�a.parls s.,e�ay.. . : !s _� �� s.,c�f srnop�� I1�1 " �� .� , �.�►�:��',��;'�-�� ...,��. �� , : �.�-��-i�S' . � ��-� � s t � , � t �� . . �� ►,��V��'�a�� v i �C�t�� C3t� u� �. � _ ��►clC��d � � � _ ,� � � �° � �d - � � �'�' � �@�`� � � � � �� , � • ._. � I � • � `�• � ,.�..,_.�..J� � , � __-.� � �� ` � -_-_•_ � i ' ! -j F .� �., • e �.��^j ,� - _�� - r"1 f �� bt'� � I � � � � ' �J ' p � � i �r��.��"M e i %#ta ��,,:�� .. . ' � �;�yu�19 � ; �. � Y �� s X�b� ��:�� I • ` _ �,�,:�.:,.�"' a�' - , � , �� .�� D :� I � �,, ..,v � t; ,�;�.��,: , � � ._•.�t�; ,�� ,:�'',,,.r - ' ; .� ��J�: . � ��-�-'�� . � -�---�.� � �" I 4 _ � � . • �: � � � � , , ,-. r��(' ' ' c�'� U ` � '✓�—� ��- �k`�''.-�� ' � �-- � �.� ..� j� ��.�l=��—�. `,� ?��,� ��'11.`� �`'� � �� - -�� I '��'� . ��;��.._�. i { � ,y��`•--�"-�. - ri j r �` �� ' �j/�'?�� + i i r^"�� .s� � �i � , � ` ___ I � - - - - - - - - -- - Michael�Van�derbilt p � 6437 Ashville Drive-- ------- - --- - - -- ---�- - — - ---— -- - -��',-.��.- - ------ --- - - - Zephyrhills,FL' ,335�2 �'� , _..__�,�,e� �� _..,�Ar -.�`v' ��, ' �t' � yf�1 � � ¢$o �- a 4 "y 1 � x < a'--�..,�� ,•��. �L--�. , � �.�; ;� � __ �� . � _ � � .� � �� s � � - � �� ,� j � ; � � � -� , � , � � � � . t� � . , . . � ______ . � � '�•��g°�-�r�� :� � . .,�.. �,�-��:� ��k�.��:. LO General Notes r. b- General reviewed and recommendations made by the RDP.The building official 1.The construction and pool/spa installation comply with this report The swimming pools and spas consist of one-piece fiberglass must approve the RDP's report before work is completed. and the manufacturer's instructions. construction shop-formed over a mold.The material is fiberglass The pool or spa excavation profile must coincide with the contours of 2.Electrical and plumbing installation comply with the respective Cl) reinforced plastic(FRP),a minimum of 1/4 inch(6.4 mm)thick, the pool.The over excavation is minimum 6 inches(152mm)on the codes in effect at the construction site. a) wcomposed of isophtalic resin,vinyl ester resin,and fiberglass.The sides and ends.The over excavation at the pool bottom is minimum 4 3.That all pools are installed in accordance with manufacturer's a surface finish is a neo pentyl glycol gel coa_ CikVQ inches(102mm).The backfill for the pool or spa bottom is a layer of recommendations. > various styles of swimming pools and spar3 l ij A%V&nph-thick(76mm)bedding sand matching the pool or spa profile. 4.The pools and spas produced by Viking Pools Northeast,Inc. accordance to Viking Pools installation pr 4I ft%n zapas "'This sand layer is compacted using a manual tamper and water.The 176 Viking Drive Industrial Park,Jane Lew,West Virginia;Viking comply with applicable requirements of ng, ING CODE pool or spa is then set into place using a crane,excavator or manually Pools Central,Inc.,10600 West Interstate 20 East,Midland,Texas; cc 2012/2015 International Building Cwt LECTRIC CODE,, d be within 1 inch(25mm)of level.Simultaneous waterfill and sand and Viking Pools,Inc.,121 Crawford Road,Williams,Califomia; N 2012/2015 International Residential Code It jEPHYRHILLS Q ckfill operations then commence.The sand is compacted with a Viking Pools Southeast,40119CDuntry Road 54E,Zephyrfiills,FL E 1997 Uniform Building Code(UBC) RDIN,q�ar9apeFand water.The installer must ensure that the backfill level and are manufactured under a quality control program with inspections Z BOCA®National Building Code/2003(BNBC) water level are approximately the same throughout this procedure. by Columbia Research&Testing Corporation(AA-527). 2012/2015 International Plumbing Code®(IPC) After completion of the backfill and plumbing,the decking is placed. C 2012/2015 IAPMO Uniform Plumbing Code(IAPMO UPC) Decks are prepared as indicated in Figures 1 though 4: N 2003 ANSI/NSPI-5 Residential Inground Swimming Pools 1.Cantilevered concrete decks are constructed as noted in Figure 1 0 0 { 2011 ANSl/APSP/ICC-5 Residential Inground Swimming Pools in all cases. a U { 1999 ANSI/NSPI-3 Residential Spas 2.Cantilevered decks are constructed with brick or stone as noted f 2014 Florida Building Code 5th Edition Figure 2 in all cases. •� i 2014 Florida Plumbing Code 5th Edition 3.Raised bond beams are constructed as noted in Figure 3 in all O r 2014 Florida Fuel/Gas Code 5th Edition cases. U 2014 Florida Mechanical Code 5th Edition 4.Aboveground installations are constructed as noted in Figure 4 in L { 2014 Florida Residential Code 5th Edition all cases. 2006 ANSI/APSP-7 �� 1/�, ^ Barriers are required where pools are on premises of UBC Group R, 2013 ANSI/APSP/ICC-7 Suction en[ra tAi�bid ��/ Division 3,Occupancies or IBC Group R Occupancies.The barriers must • 2011 ANSI/APSP-16 CITY OF ZEPHYRHILLS comply with Appendix Chapter 4,Division 1,of the UBC or Section 2012/2015 International Swimming Ian a 3109.4 of the IBC V (ISPSC-ICC) � Ex ansive soils: 2007 ANSI/ASME-A112.19.8 P 2011/2014 National Electric Code(NEC) pools spas expansive g For installation of or in soils,the following 2009/2012 Uniform Swimming Pool,Spa,Hot tub Code(IAPMO) additional installation details must be followed subject to code official's O / approval: v♦ N ti A M ti The overall pool dimensions,depths and capacities are shown in }♦� t Table 1 and Table 4.The units comply with ANSI/NSPI-5,specified in 1.All surfaces adjacent to the pool or spas must be excavated to a (V (n M Section AG103.1 of the IRC,and IAPMO IGC-2000',specified in the minimum depth of 12 inches(305 mm)beneath the pool bottom LLl UPC and minimum 6 inches(152 mm)behind the pool walls. U) '— o z M Models described in Table 2,Table 3,and Table 4 can be placed up 2.Any soft or loose soils exposed by step 1 must be removed until "a o L M v X r to 19-1/2 inches(49.5mm)above ground.These pools and spas may be exposed material is solid.If the soil is still soft and loose,the upper ' ii placed with or without concrete or wood decking.Unless elevated 6 inches(152 mm)of all horizontal excavation surfaces must be O ^^O `D LI_f° L 0 r portions of the units are protected from sunlight by soil berms,decking, scarified and compacted with mechanical equipment.The 1..1. L E o rn c) rn v etc.,these portions must be coated with a UV inhibiting opaque paint compacted surfaces and the excavated wall surfaces must be Z M tQ rn t"� ti r that is compatible with the laminate. maintained in a moist condition until the first lift of backfill or fill is ado co All plumbing must comply with the IPC or UPC.Electrical work must placed against the surface.The term compaction implies any ti comply with the code in effect at the construction site.The pool and spa method necessary to consolidate the native and fill materials to ++ must remain full of water at all times.A permanent sign,bearing the keep the pool or structure from settling. _ O a following statement,must be attached to the pumping equipment: 3.The excavated bottom area of the pool or spa must be backfilled Q > } j Notice-The pool or spa is designed to remain full of water at all times. with granular import material to approximately 6 inches(152 mm) O pool shell may be damaged if the water level is allowed to drop below the bottom of the pool or spa,wetted and compacted. Z t o L The below the skimmer.When appreciable draw-down is noticed or if it 4.The remaining 6 inches(152 mm)must be backfilled beneath the n c0 d J becomes necessary to drain the pool or spa,contact Viking Pools or its pool or spa and outside the pool walls with compacted clean sand. dealers for instructions. The pool or spa must be filled with water as backfilling progresses Reviewed by: Q N U !L A permanent label must be installed adjacent to the above sgn to a level equivalent to that of the backfill.The backfill must be Donald R.Poindexter,PEE a) C L indicating the Viking Pools dealer's name,address and telephone placed in compacted layers of approximately 6 inches(152 mm) (c J co ` E number. while a uniform height of backfill is maintained around the pool or Florida Lic.No.64901 spa Phone/Fax 2835 Bowen St.Graton,CA 95444 CD LU > N 'a = _ N Installation Procedure: 5.Positive surface drainage away from the perimeter of the pool and707-494-8761 � U N Viking pools and spas may be installed without a soil investigation by surrounding deck is required and critical to installations in highly Ill L 1<".htwt t7A 1LC7 r r-t##EfLQ LA5 a S Seal: U registered design professional(RDP),subject to the building official's expansive soils.Surface area drains and surface drainage swales rJrrrr 4_0 approval,provided none of the following conditions are encountered at or subdrains must be placed as needed to prevent ponding or ��tt,ttrtiiiiiiirrrr coaturation of the soil around the perimeter and vicinity of thepool to Table of Contents ��`` Q R• '�., ,�+ the site: � ....,•, 1.The existence of uncontrollable groundwater within the depth of prevent excessive shrink-swell or volume changes in the soil. Dage l = AGeneral ate„ ` Q` . '' CE N '•• �- the pool or spa excavation. Expansive Soils > 2.The existence of an uncompacted fill in contact with any portion of Identification: age � - Tables 141 Q:• 0.64901 r(5 the pool or spa. Viking pools and spas are identified by the following information Page 3 Figures 1-4 3.The existence of any soil types with an angle of repose that will not imprinted on the top step of the pool or spa:manufacturer's name(Viking pa"e 4 Pool Model s1 age r support the walls of the excavation at desired slopes. Pools)and address,pool or spa model designation,a coded serial Page 5 Pool Models Continued = C 4.Danger to adjacent structures posed by the proposed pool or spa number and the evaluation report number(ESR-2014). odels ;.p th The units also bear the label of thequality control agency,Columbia STATE OF Z location. 9 cy. Page 6 Spa Models lV r a 5.The existence of any cracks or openings in soil that would not Research&Testing Corporation(AA.-527). Page 7 4ltemat a Recirculation Systems �.t`�•!C�Q R Q Q••,:,�� > confine sand or 1/2 clean gravel bedding. a If any of the conditions above is encountered,excavation must cease Findings: That the fiberglass one piece swimming pools and spas are "i, 'ON A l � �G,{y��\`,\\`\ g .5) immediately.The specified conditions at the site must then be in compliance with the above listed codes as noted in ESR-2014 subject Length,width and depth may vary up to 3%-all / rrrrrrrrllrllltVtrtlt�LU Y Z �O1/ of 7 E to the following conditions.m dimensions edge coping,are to outside of n ,measured F Z from parallel lines. yJi m 't , • i ' t - Page is too large to OCR. Page is too large to OCR. J d 39'-T a 0, 0 _y !\ ' ' ] Lu 35• GULF COAST-GC Monaco-AT OCEAN BREEZE-OB POSEIDON-PS Z - TRINIDAD TND 19,600 gal.approx. 21,000 Gal.Approx. 18,900 gal.approx. 23,000 gal.approx. t _ - _ 19,300 gal.approx t � 4 0, 39 ,r s _ 3'-2' ! �� iq V 3'6' 3'7" 3�' a 3 • ISLAND BREEZE II-N MEDITERRANEAN-BP CANCUN-CC -• 20,000 gal.approx. 17,000 gal.approx. 15,000 gal.approx. SEA BREEZE-K ACAPULCO-AC - k - 16,000 gal.approx. 15,700 gal.approx. L • 34-8 35 AVAILABLE TO 39' �+ N M ti 0' 29'x' IN LENGTH }� rn `� - LLJ 8 E N OD Z Q c'7 u- tx0 N I Em ^^ m 3'�• GULF SHORES-GS 3T 3 LAGUNA DELUXE-LGX L..1.. Z �; MONTEGO-MT PANAMA I-BL C 1 m m CARIBBEAN-MR 15,000 gal.approx. 12,000 gal.approx. 9,000 gal.approx 14,000 gal.approx. 't o '° cc -` 22,000 gal.approx Q d M M 0 DI J Q 31'x• 30' 30' QM C E d a -TDonald R.Poindexter,PEE Flodda Lic.No.64901 > /� iq 2835 Bowen St.Graton,CA 95444 V LLJ c — •— a 3'6" Phone!Fax 707-494-8761 ^ U N 3,7' Seal: l = SANTA BARBARA-RS ST.THOMAS-L TRITON-TN ROCKPORT-RP RP 12,500 gal.approx. 13,700 gal.approx. 13,500 gal.approx. 12,800 gal.approx. \\\\\p`\O i;,, PO��i '�� ,, ENS _ 1 a T FIJI-FJI LAKE SHORE-CD F�OR\ \��` 3•_7• VALENCIA-ST KINGSTON-AP Z 2 2017 of 7 3'T 1 'A'L,�I" - _ ' ! E r m 12,000 gal.approx. 14,000 gal.approx. 9,000 gal.approx. 17,500 Gal.Approx. EB . » z - - � � ��li.i3 '`�{,6 r. : ;1 .� .L; - -+ iILIA :'•.1.4 'iLii -`ra.��7 .. — _ -- �� - - - - - - - -- - Page is too large to OCR. Page is too large to OCR. Page is too large to OCR.