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HomeMy WebLinkAbout19-21407 CITY OF ZFPHYRHILLS 5335-8TH STREET (813)780-0020 21407 RESIDENTIAL SWIMMING POOL PERMIT INFORMATION LOCATION INFORMATION Permit Number: 21407 Address: 7857 MERCHANTVILLE CIR Permit Type: SWIMMING POOL RES. ZEPHYRHILLS, FL. Class of Work: POOL/NEW Township: Range: Book: Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section: Square Feet: Subdivision: CRESTVIEW HILLS Est. Value: Parcel Number: 35-25-21-0120-00000-0420 Improv. Cost: 45,650.00 OWNER INFORMATION Date Issued: 6/21/2019 Name: GRONOSTAJ, MICHAEL Total Fees: 540.00 Address: 7857 MERCHANTVILLE CIR Amount Paid: 540.00 ZEPHYRHILLS, FL 33540-2072 Date Paid: 6/21/2019 Phone: 813-541-3830 Work Desc: INSTALLATION 12 X 28 SWIMMING POOL INGROUND CONTRACTORS APPLICATION FEES PAUL SCHAPER CONSTRUCTION INC BUILDING FEE 405.00 REESE ELECTRICAL INC PLUMBING FEE 67.50 PAUL SCHAPER CONSTRUCTION INC ELECTRICAL FEE 67.50 29 Inspections Re red 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 first 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 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 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 before recording your notice of commencement." CONTRACTOR PERMIT OFFI PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780.0020 City of Zephyrhills Permit Application Fax e13aa0-0021 Building Department ' Date Received 1,��C. Phone Contact for Permitting 114111 . 111111 2 [i Owners Name ,—`'t Ql.� Owner Phone Number l 7 57 3$ Owners Address C%r 1 Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS o S, Me-CC ► v` IC1 Q- LOT# SUBDIVISION PARCEL ID# � (OBTAINED FROM PROPERTY TAX NancE) WORK PROPOSED INSTALL 8 ADDIALT Q SIGN Q DEMOLISH P� REPAJR PROPOSED USE QSFR Q COMM Q OTHER TYPE OF CONSTRUCTION = BLOCK Q FRAME = STEEL Q a DESCRIPTION OF WORK Li t BUILDING SIZE SQ FOOTAGE HEIGHT �UILDING $ VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ 1 /p•7✓ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. =PLUMBING $ V401 =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION (ram° P =GAS = ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER 11\� OaOMPANY a�� u� ( (pools) SIGNATURE lJ REGISTERED I LYJN FEE CURREK /N Address &a p S License# C- ELECTRICIAN `COMPANY SIGNATURE REGISTERED Y/ N FEE cuRREn Y Address NO h.%.c7. License# d 00 3 PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREn Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREA L11N Address License# OTHER COMPANY SIGNATURE REGISTERED I Y/N FEE CURREh Y/N Address License# - - IIIIIIIIIIIIIIIIIf111111111111111f11tlllllffllfllf / 1t1I111111111111 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,Storrnwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster,Site Work Permit for subdivisions/large projects COMMERCIAL Attach(3)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.Site Work Permit for all new projects.All commercial requirements must meet 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 notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) 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 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 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. 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 Water/Sewer 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'S/OWNER'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 performed 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,Water/WastewaterTreatment - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,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, 1 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 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 IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR Sjubscri d and sworn to(or afiinneglb ore me this Sub rib and swo (or affl-e�b fore me this l b \PASIt el r W r l b 4 J Als- o Is/are personally known to me or hash a produced Who lstare personally known to me or haslha produced s iden' cation. as identification. N4V�— otary Public 0--Notary Public Commission No. Commission No. N e q{yAb type�f� �I of Florida Name of n o m=� Ida Alicia HeMreh-Cannon *1"I Notary PuMy COmm138lon GG 21837e . . Alicia HeExpire.,o5/18/2022 +� a My Comm�i�adFExpires0 t City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: SCAQPe',, Date Received: -- ZV ^ N Site: M 'hA I l e c6L- Permit Type: -oeC Approved w/no comments Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheets a kept with the permit and/or plans. 3UN Kalvin S i er— Tans Examiner ate Contractor and/or Homeowner (Required when comments are present) INSTR#2019087720 OR BK 9910 PG 3784 Page 1 of 1 05/23f2019 11:55 AM Rcpt:2057365 Rec: 10.00 DS:0.00 IT:0.00 PauCa S. O'NeiC, Ph.-D., Pasco County CCerk&ColnptroCCer NOTICE OF COMMENCEMENT State of FLORIDA County of Pasco Property Identification No:35-25-21-0120-00000-0420 THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property,and in accordance with Section 713 of the Florida State Statutes,the following information is provided in this Notice of Commencement: 1.Legal DescriptionCRESTVIEW HILLS PB 53 PG 124 LOT 42 OR 8735 PG 402: Street Address:7857 MERCHANTVILLE CIRCLE, ZEPHYRHILLS, FL 33540 2. General Description of Improvement:Inground Pool And Screen Enclosure 3.Owner Information or Lessee information if the Lessee contracted for the improvement a)Name and address: GRONOSTAJ MICHAEL 7 7857 MERCHANTVILLE CIRCLE ZEPHYRHILLS, FL 33540 b)Name and address of fee simple titleholder(if other than owner):N/A c)Interest in property:Owner 4.Contractor: Paul Schaper,8949 Gall Blvd.,Zephyrhills,FL 33541—Ph:(813)782-0920,Fax:(813)7154875 5. Surety: Bauer&Associates, 12210 Highway 301 N.,Dade City,FL 33525-$5,000 bond 6. Lender: Name/Address: 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(l)(a)(7),Florida Statures: a) Name and address: N/A 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 provided in Section 713.13(1)(b),Florida Statutes: Paul Schaper,8949 Gall Blvd,Zephyrhills,FL 33541—Ph:(813)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 OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART 1,SECTION 713.13,FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. STATE OF FLORIDA COUNTY OF PASCO Signature of r or O Auffiorized Officer � or/Partner/Manager Print Name The foregoing instrument was acknowledged before me this�I day of MCwI ,20 Iq by WIF-C;I.0 rds+cli as c�u 3ltie�cr (type ofautho 'ty,e.g.officer,trustee, attorney in fact)for —� (name of party on behalf of whom instrument was executed). - ��.,t Personally Known OR Produced Identification ✓ Notary Signature Type of Identification Produced P1 W'c . ,;��yr'o�•.., KATHRINM ROBINSON . i ?°: Notary Public•State of Florida ' �AYs Commission#GG 321868 orr�,: My Comm.Expires Jun 2,2023 Bonded through National Notary Assn. STATE OF FLORIDA,COUNTY OF PASCO THIS IS TO CERTIFY THAT THE FOREGOING IS TRUE AND CORRECT COPY OF THE DOCUMEN ON FILE ORIPF PUBLIC RKOPID IN THIS OFFI oal r-""' S HANDAN A EAL TH DAY OF 2 ULA S.ONE C MPTROL ER 4p 18'87 BY DEPUTY CLERK eFL No Nommoms MEN ME MENNEN M ENO MEN Elm M 0 u. Sol ME 0 ME ENE N MEN nMENEM ME i ■ . ■ ■ ii�Mi �� MEN ME 0 NMI Mii■ o iE=i iu . . 0 0 NOC: �J. 's`• 35' 141rWm j I r= 4-1• l(1 Fl sue• s ' I 36" SaTL 3,600 Gal Approx 38 T� 450 gales aMnxpp . Three Moon Bay-BHTB Regatta-FR16 O 12,000 Gal.Approx: 15,250 gal.approx. Z 1S 1r 3•-4 Blue 0Isle s. BHBIx. Sea Swirl-BHSR 13,006,000 Gal.Approx. -If g r- If s � a r T -r 3'-6'i' t— 58" ` v T— �_� ci N Cayman-FR12 E O0 s Sunset By-BHSY 7,600 gal.approx. O =� A Iii 10,000G .Approx. Z o . �(,'j• c ,� v eh tCj `o O g AVAILABLE TO 36 AVAILABLE TO 45 4)>- •. IN LENGTH IN LENGTH I W ZIl o _� r_ Ea- o. OL Q —i RevIewed by. m J F U N Donald R.Poindexter,PE E IV CE £Florida Lic.No.64901 . J t6 , 0) ti C 4119 Trinity Dr Santa Rosa CA 95405 W Phone 707-494-8761 qy j N PANAMA I-BL PANAMA II-BL (,) —, ry gallons vary gallons Vary SeJ U $ >111N11NN1NIQ cu t J i Page a�`3'�— 3'.s• STATE OF JU°° '% S ..... ••• 6 Nautilus,6GI-FRX Seahavel.-RT16 �' ON AL�� � 15,600 Gal.Approx. 15,400 Gal.Approx. of 8 IIIZ "'ltI"` APR 10 Y0 LL II NA O DO NOT USE 90 DEGREE ELBOWS ON SUCTION SIDE SWIMMING POOL WITHOUT RECIRCULATION MAIN DRAINS =m DEBRIS REMOVAL SYSTEM SUCTION OUTLETS IN SERIES �✓ -80•ELBOWS VENT-COVER MAY (OPTIONAL)DEBRIS LOW Cl) BE GUTTER DRAT CONTAINMENT Z WATER UNE % TO PUMP VORTEX LOOR DRAIN (SU DRAIN (S pON OUTL.En 1 1Y="0 VENT U (SUCTIOPI OUTLET) gRCULATION Utz 1 r � ATMOSPHI3NIC VENT PIPE LENGTH MINIMUM=16'MAXIMUM:30' 16"MIN 24 MAX ) • OR EQUAL TO CIRCULATION LINE U OUT TO OPTIONAL WATER FEATURE(S)OR SPA GENERAL NOTES SfIUJI)ARD NOTES: LEGEND (n 0 ti M 7.USETSCFIEDULE 40 PIPE. n/ t0 1.THE DEBRIS REMOVAL SYSTEM IS TO BE INSTALLED IN ACCORDANCE WITH DRAIN MAMJFACTURER'S RECOMAEN DATIONS. z.DO NOT USE 90 DEGREE ELBCNNS ON SUCTION SIDE. _1_J �� • C^O 2.CONTRACTOR TO INSTALL VACUUM RELIEF BACKUP SYSTEM IN ACCORDANCE WITH SECTION 4242.6.6 FBC-BUILDING 3.CHECK VK1�s MAYBE NEEDED DN EOIAPMf IS . 2007 AND SECTION R4501.6 FBC-RESIDENTIAL 2017.INCLUDING 2009 SUPPLEMENT AND 2017 FEC-BUILDING AND RESIDENTIAL MORE TAN 19"ABOVE WATER LINE. ) FIBER LJQT o T'JOEIT O Cl) 1.KEEP VALVES LNTISN S OF THE PI MPANDIOR FILTER. 3.ALL PIPING TO SCHEDULE 40 PVC BEARING NSF APPROVAL UNLESS OTHERNI D NOTED. ,, IO 4.THE FLOOR DRAIN MEETS THE REQUIREMENTS OF ANSVASME A112.19.8-2007 AND D DRAIN COVERS MEET THE SK1Mtl R 3•MAIN DRAIN ,�_C $ Np 00 REQUIREMENTS OF ANSIIASME A112.19.6-2007 FOR ANTI-HAIR A BODY ENTRAPMENT AND ANSVAPSPACC-7 2013 STANDARD. 5.THIS DRAWNG WILL SUPPLEMENT CONTRACTORS SPECIFICATION DRAWING ON FILE FOR METHODS AND >� ) RETURN �' s-vv VALVE Q�. W v X W MATERIALS OF CONSTRUCTION.REFER TO CONTRACTORS ENGIEEREDAND SEALED SPECIFICATION DRAWING ON .� 7.�7C7; PUIMIMNG LL x LL FILE WITH THE BUILDING DEPARTMENT. 6.ATTACH PLACARD WHICH STATES THAT VENT IS A SWIMMING POOL SAFETY DEVICE AND SHOULD NOT BE TAMPERED NIITH. SPILLOVER —_ E ^ cLLrf. O). 7.THE MAXIMUM VACUUM WITH ONE SUMP PLUGGED AND TO RELEASE A BODY ENTRAPMENT ON THE OTHER SUMP WILL NOT EXCEED 4.5 INCHES coOF MERCURY IN S SECONDS L •`v .�y �' 8.MAXIMUMSUICTION PIPE VELOCITY SIX(0)FPS OR 59 GPM Z DODO o�D 9.AN APPROVED VACUUM RELEASE SYSTEM SUCH AS THE VAC-ALERT SVRS SYSTEM IS AN ALTERNATIVE TOTHE OTHER SYSTEMS SHOWN. r Go 0 to - IL c . M 00 SUGGESTED DETAIL O W Ids z r0 c 0 L VENT COVER MAY BE GUTTER O E d a d J MAIN SUCH AS HAYWARD (COVERMUST COMPLY uNTH MODEL SP-1019 Reviewed by: ANSYABME A112.19. SUCTION OUTLET Q •� 3 '� RA • .. (MA9N DRAIN) -90•ELBON5 • ,�I► Donald R.Poindexter,PE N C .E e a�"t*�s Florida Uc.No.64901 J a t6 y, $ ,top r MIN 4119 Trinity Dr Santa Rosa CA 95405 rt O j J c a, $ roVENTTEST Phone 707"494"8761 `/•vim / w �d N S SUCTION OUTLET CONNIECTION=V FlHISHED GRADE l LJ N g (MAIN DRAIN) sw: i U �° ALL SUCTION 1X'0 VENT U'\ / N"�pµN11tItuIypU ALL VENT PIPNG" O R. Poi c PIPNG 90 . •jj./'�yjf. NOTES: I Ii x 77 Page f ALTERNATIVE SUCTION OUTLETS SYSTEM MAY INCLUDE 1 ON THE BOTTOM AND ONE ON OPTIONAL ATMOSPHERIC VENT THE VERTICAL WALL OR ONE EACH ON STATE OF n. vENr 10 A co vENr TWO(2)SEPARATE VERTICAL WALLS • ` vAL NOT BE BLOCKED BY DEBRIS. • • 0 INSECT INFESTATION.OR • '. Z 1�ROBIOLOGICAL CONTAMINATION //+�•0 OR% ! ' 4, DUAL SUCTION OUTLETS IN PARALLEL WITH OPTIONAL ATMOSPHERIC VENT SYSTEM„T. 4. '•'•s•••••• G Q TO BE INSTALLED IN ACCORD WITH SECT 4242.6.8 2007 FLORIDA BUILDING CODE:BUILDING ��I0�A1.t� Q a Of 8 AND SECT R4501.6 2017 FLORIDA BUILDING CODE:RESIDENTIAL..INCLUDING 2009 SUPPLEMENT. IS {.a 9V m 201012014 FLORIDA BUILDING CODE:BUILDING AND 2017 FLORIDA BUILDING CODE:RESIDENTIAL INn Z 2013 ANSVAPSPACC•7 SUCH0U etWapment AS0IdS009 IJ. it ____ PH '3' M N ___ ___ LRW 1 KONA-BOS MANOA-M HANA-LOS MOLOKAI-CS HILO-RY EWA-RG O GA- ro 475 Gal.Approx. 550 Gal.Approx. Gal. �°X 700 Gal.Approx. 600 Gal.Approx. 600 Gal Approx. Z � € 4220 0 Gal.Appprox. .� o 1aI 2'-5' _ __ r1 __ __ H I7 ii JT L J IjT f ____ L1 IT eo 9' ao vor O� KULA FALLS KONA FALLS MANOA FALLS HILO FALLS-RSW HANA FALLS MOLOKAI FALLS EWA FALLS -LRSSW -LOSSW -CSSW _RGSW ^ 420 Gal.Approx 475 Gal.Approx. 550 Gal.Approx. 450 Gal.Approx. 700 Gal.Approx. 600 Gal Appr ox. 600 Gal.Approx — O co •a' 16' 15'-8"_____a IHH U ^o 10" 10" ,Z + 9 c) POOL-HZDXS POOL-HZE Z ui ao nm °ro 2,800 gal.approx. 3,600 gal.approx. 4 SEMI CIRCLE TANNING LEDGE -TSCT RECTANGLE TANNING LEDGE -RTL CO '� o ^ '� M 400 Gal.Approx. 400 Gal.Approx. — r CL 0d M 5 � Z c ai m 9� I o c o A m 2 X < LL Reviewed by: Z J I— (.) vi Donald R.Poindexter,PE m c E E Florida Lic.No.64901 > >, 4119 Trinity Dr Santa Rosa CA 9540.5 cu to w Phone 707-494-8761 seat U �N111NaulmNN/ryyl "I..'.' I J - age STATE of4:: i r►y,„ra,�, 10 20� 7 of 8 a m_ tL zss^ Oi 2r4r I - 11'-1 r t7 t" a tp- 5',1• rd 34" Sea Cove-BHSC ~O Twin Cove-BHTC Sea Shore-BHSH 7,00o Gal.ApFxox. Z TI r- 7,000 Gal.Approx- 8,800 Gal.Approx. 26-5' 4Y Lexington-LN 18,000 gal.approx. 4z 16 16 � 1 T Tt T 3'_r 1 Vista Isle-BHVI Olymp�c Bay-BHOB s,000 Gal.Approx. V Grand Isle-BHGI 23,�0o G .Approx.19,300 Gal.Approx- Newport-RP WO 12,800 gal.aPProx- G0i M N 34-1"II[ 14 a 25-5• O W. p �. 3•-r {i oD >c 4� Paradise Beach-BHPR Z Bay Isle-BHBY 10,000 Gal.Approx. M °D g, ry Southwind-BHSW 10,000 Gal.Approx. ,�, ali s,1 �GL A ox 14.000 Gal.Approx O p a s �� M G O M r E a Q a a g Os QJ tg-e• � 14 Reviewed bY: � J I tl1DonaldPoexter.PE �' m t1f J m W Q > 6 r 4119 TD 1S Rosa CA 95405 W }� 3"T I Phone 707-494-6761 s 3 2" Bay Shore-BHBA uxronnnuI,y "�"'� Classic Cove-BHCC 11, 00 al.Approx. 8,500 Gal.Appro Laredo-LD 3 G Q g 3,750 Gai.ApProx _ O ;:��C N,S�;•.••)►fi 21'-Tf i � t $_ 148" <<� � Page 1 .4': STATE rF •••.........•• v Balboa-MP Bristol-FR14 � mm�"Sri l Q W w m w 8 2,500 gal.approx. Pleasant Cove-BHPL 11,200 gal.approx. 5,000 Gal.Approx. 2 LL r I S � OD 3T-8' � 5,�^ 3•T 8 $„ W 35•• I 0 2 h Galens Approx. Arcadia-GC Venus-V A Ilo-AP Z ,9,600 gal.approx. 11,700 GaL Approx. 17,500 Gal.Approx. 1 34• � 1 __ __________ 18' � 3 Hamilton-HMT Portia-OB -SR Mariana-MT 12,000 Gal.Approx. V 18,900 gal.approx. 16,300 Gal.Approx. 12,400 gal.approx. L O ao d '^ N w $ p Q E I 14' 14 2•-4•• 1 _�, ^ •✓ C W ii $ v s � ' o x LI '•8" rn Java-JV Z T T Vienna-GS 3 1i Oo Cod St Au ustine-ST io 4 Approx. CA 'H __ _- + _ * 2 : 15,000 gal.approx 10, Gal.Approx. 6,800 Gal. O a M M th 25'1^ 11l- zr O Ea - C 0. iv 1r 1t._1, 11 W yt,, X Q tl Reviewed by::JJ2) Donald R.Poindexter,PE $ s Florida Lic.No.64901 m J c0 A —r 4119 Trinity Dr Santa Rosa CA 95405 Rt C w = Q Island Cove-ARU Phone 707-494-8761 iR m Wellington-FP ga�eGM.X CM 5,200 Gal.Approx. : 0 —' N 6,000 gal.approx Øm P rnru,y 4-- V Co 314 j ffl33' o '���E�sF -r�F n v m Page 5' _ �� STATE OF •' a .......•-• 4 -5' 3 Phoenix-FJl ' NA m Sunburst-CD �� 81 4 L ,2,000 gal.approx. of 8 Trident- r APR 101019 20� z 13,700 Gal.Approx. 15,000 gal.appr°x- m iL 1 s . _ 4 General Notes aGeneral immediately.The specified conditions at the site must then be in compliance with the above fated codes as noted in ESR-2014 subject The swimming pools and spas consist of one-piece fiberglass reviewed and recommendations made by the RDP.The building official to the following conditions. to construction shop-formed over a mold.The material is fiberglass must approve the RDP's report before work is completed. 1.The construction and pool/spa installation comply with this report and N reinforced plastic(FRP),a minimum of 1/4 inch(6.4 mm)thick, The pool or spa excavation profile must coincide with the contours of the manufacturer's Instnxxions. m composed of isophtalic resin,vinyl ester resin,and fiberglass.The the pool.The over excavation is minimum 6 inches(152mm)on the sides 2.Electrical and plumbing installation comply with the respective codes surface finish is a neo pentyl glycol gel coat Blue Hawaiian Pools,a and ends.The over excavates at the pool bottom is minimum 4 inches in effect at the construction site. fiberglass division of Latham Pool Products Inc.(BH)produces various (102mm).The backfill for the pool or spa bottom is a layer of 3-inch-thick 3.That all pools are installed In accordance with manufacturer's styles of swimming pools and spas.Men installed in accordance to BH (76mm)bedding sand or)"clean gravel matching the pool or spa recommendations. C Pools installation procedures,the pools and spas comply with applicable profile. 4.The pools and spas produced by Blue Hawaiian Pools,176 Viking requirements of the following codes: This backfill layer is compacted using a manual tamper and water. Drive Industrial Park,Jane Lew,West Virginia;Blue Hawaiian Pools,121 4) 2015/2018 International Budding Code®(IBC) The pool or spa is then set into place using a crane,excavator or Crawford Road,Williams,California;Blue Hawaiian Pools,40119 to 2018 International Residential Code(IRC) manually and be within 1 inch(25mm)of level.Simultaneous waterfill Country Road 54E,Zephyrhills,FL are manufactured under a quality Z 1997 Uniform Building Code(UBC) and backfill operations then commence.The backfill is compacted with a control program with inspections by Columbia Research&Testing v BOLA®National Building Code/2003(BNBC) tamper and water.The installer must ensure that the backfill level and Corporation(AA-527). m 2018 International Plumbing Code®(IPC) water level are approximately the same throughout this procedure. O O 2012/2015 IAPMO Uniform Plumbing Code(IAPMO UPC) After completion of the backfill and plumbing,the decking is placed. Q. 1 2003 ANSI/NSPI-5 Residential Inground Swimming Pools Decks are prepared as indicated in Figures 1 though 4: tit 2012 ANSI/APSPiICC 5a Residential Inground Swimming Pools 1.Cantilevered concrete decks are constructed as noted in Figure 1 2014 ANSI/APSP/ICC-3 Permanently Installed Residential Spas and in all cases. O Swim Spas 2.Cantilevered decks are constructed with brick or stone as noted U 2017 Florida Budding Code 6th Edition Figure 2 in all cases. 2017 Florida Plumbing Code 6th Edition 3.Raised bond beams are constructed as noted in Figure 3 in ail 2017 Florida Fuel/Gas Code 6th Edition cases. 2017 Florida Mechanical Code 6th Edition 4.Aboveground installations are constructed as noted in Figure 4 in 2017 Florida Residential Code 6th Edition all cases. 2006 ANSVAPSP-7 Barriers are required where pools are on premises of UBC Group R, � ♦U 2013 ANSI/ Th APSPIICC-7 Suction Entrapment Avoidance Division 3,Occupancies or IBC Group R Occupancies.The barriers must V 2011 ANSVAPSP-16 comply with Appendix Chapter 4,Division 1,of the UBC or Section 2018 International Swimming Pool and Spa Code- 3109.4 of the IBC (ISPSC-ICC) O w d' 2007 ANSVASME-A112.19.8 Expansive soils: (y r' v 2014/2017 National Electric Code(NEC) For installation of pools or spas in expansive soils,the following V/t^ _� , r; to c^h 2015 Uniform Swimming Pool,Spa,Hot tub Code(IAPMO) additional installation details must be followed subject to code official's .,�.d O LL 9 A po approvals ALL WORK SHALL COMPLY tin S The overall pool dimensions,depths and capacities are shown in Table 1 and Table 4.The units comply with ANSVNSPI-5,specified in 1.AN surfaces adjacent to the pool or spas must be excavated to a C' S �$V1(,OI 00 � CO Section AG103.1 of the IRC,and IAPMO IGC-2000,specified in the minimum depth of 12 inches(305 mm)beneath the pool bottom " OK ELECTRICcooi UPC. and minimum 6 inches(152 mm)behind the pool wads. AND THE CITY OF ZEPHYR. C M m LL 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 IS °D U M 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 placed with or without concrete or wood decking.Unless elevated 6 inches(152 mm)of all horizontal excavation surfaces must be CITY OF ZEPHYEL..HL.. CO = rQ M- M portions of the units are protected from sunlight by sail berms,deddng, scarified and compacted with mechanical equipment The Z o OD m I etc.,these portions must be coated with a UV-inhibitlng opaque paint compacted surfaces and the excavated wall surfaces must be PtA S EM „ NER cc o that is compatible with the laminate. maintained in.a moist condition until the first lift of backfill or foil is 0 aa ii M a AN plumbing must comply with the IPC or UPC.Electrical work must placed against the surface.The term compaction implies any Z 0 8 comply with the code in effect at the construction site.The pool and spa method necessary to consolidate the native and fill materials to O (D m m must remain full of water at all times.A permanent sign,bearing the keep the pool or structure from settling. O W I Z a g t a following statement,must be attached to the pumping equipment 3.The excavated bottom area of the pool or spa must be backfiged C a a 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) 0 . L The pool shell may be damaged lithe water level is allowed to drop below the bottom of the pool or spa,wetted and compacted. Reviewed by m '+ ' X U LL below the skimmer.Men appreciable draw-down is noticed or if it 4.The remaining 6 Inches(152 mm)must be backfiNed beneath the J 3'B, vi N becomes necessary to drain the pool or spa,contact BH Pools or its pool or spa and outside the pool walls with compacted dean sand. Donald R.Poindexter,PE o dealers for instructions. The pool or spa must be flied with water as backfil eses ing progrs %Ob- wlk% CO tQ . ro t13 'E ueFlorida LiC.No.64901 A permanent label must be installed adjacent to the above sign to a level equivalent to that of the backfill.The backfill must be 4119 Trinity Dr Santa Rosa CA 95405 (� a m V — s indicating the BH Pools dealer's name,address and telephone number. placed in compacted layers of approximately 6 inches(152 mm) Phone 707-494-8761 "� V N while a uniform height of backfill is maintained around the pool or Pabe rgitiasai Pools —' N Installation Procedure: spa. Seal: BH pools and spas may be installed without a soil investigation by a 5.Positive surface drainage away from the perimeter of the pool and �,NtgmauinN qrr '♦'J registered design professional(RDP),subject to the building official's surrounding deck is required and critical to Installations Inhighly PQi; approval,provided none of the following conditions are encountered at expansive sods.Surface area drains and surface drainage swabs 0•R;. ....••.the site: or sub drains must be placed as needed to prevent ponding or `.•' C ETh 1. e existence of uncontrollable groundwater within the depth of saturation of the soil around the perimeter and vicinity of the pool to Expansive Soils '•..� the pool or spa excavation, prevent excessive shrink-swell or volume changes In the soil. Q :p 2.The existence of an uncompacted fill in contact with any portion of Page 3 Figures 1 # the pod or spa. Identification: * Page 3.The existence of any soil types with an angle of repose that will not BH pools and spas are identified by the following Information Pa 7 S Models r support the wags of the excavation at desired scopes. imprinted on the top step of the pool or spa:manufacturer's name(BH th 4.Danger to adjacent structures posed by the proposed pool or spa Pools)and address,pool or spa model designation,a coded serial STATE OF location, number and the evaluation report number(ESR-2014). P 8 Alternative Recirculation Systems �fi ;• fV a 5.The existence of any cracks or openings in sod that would not The units also bear the label of the quality control agency,Columbia ► ••. O R%" m confine sand or Y2"dean gravel bedding. Research&Testing Corporation(AA-527). y �SS•�•""•"''•••h�v Length,vuidtlt and depth may vary'up to 3%-all /ON A6 If any of the conditions above is encountered,excavation must cease Findings: That the fiberglass one piece swimming pools and spas are dkriensions are to outside edge of copu'g.meastsed rnarnmWttt � Of 8 lion parallel Ids. APR 10 209 FIG.1 Length,width and depth may very up to 3%-a9 4 dimensions we to outside edge of coping,measured a TYPICAL CANTILEVER CONCRETE DECK from s. 6"X6"-W1.4 X WI.4`. 3'MIN. WIRE MESH OR = REBAR NO.3,ON 2'O.C. 9" EACH WAY. SLOPED 1/4"=1' 12" ;• 6" 10" W J_ Z 10" 1/4"GALVANIZED FOR CLAY CHAIN (ADOBE) 3"THICK COMPACTED SOIL ONLY. ' FIG.2 SAND(TYPICAL) 4"MIN.THICK COMPACTED CONCRETE DECK GRAVEL FOR CLAY BRICK OR NATURAL WITH BRICK OR STONE (ADOBE)SOIL ONLY. STONE DECK 7 6"X6"-W1.4 X W1.4 SAND OR 1/2"CLEAN GRAVEL 3'MIN / WIRE MESH OR REBAR NO ON 2'O.C. 6" FIBERGLASS EACH WAY. SLO ED 1i4"=1 T ' " 12" 6" 10" 1_ .: C FOR CLAY 0 o� 114"GALVANIZED (ADOBE) �i' 10" CHAIN SOIL ONLY. V/ - w t' 3"THICK COMPACTED '. � O i SAND(TYPICAL) ♦♦ �� ... v ^ '- FIG.3 V O Ll1 u M ! 4"MIN.THICK COMPACTED v O ' o N ap /� O M ch cn TYPICAL BOND BEAM GRAVEL FOR CLAY CONSTRUCTION (ADOBE)SOIL ONLY. >.' v v 3'MIN. SAND OR 1/2"CLEAN GRAVEL "� BRICK,FILLED BLOCK, --� 6" ! FIBERGLASS O E OR POURED CONCRETE 8" POOL SHELL O BACKFILLED DIRT _- t+) MAXIMUM REBAR NO.4,ON 2'O.C. 0 CL $8" EACH WAY. Z o c c 24 41- - c o ex• 0 = CEaaaa n = J 8" Reviewed by: O� $ LL � J � E L ax�x --z Donald R.Poindexter,PE 12" ........ � 10" FIG.4 Florida Uc.No.64901 E J tQ 4119 Trinity Dr Santa Rosa CA 95405 Q J_ .= TYPICAL ABOVE GROUND INSTALLATION Phone 707-494-8761 V tV 3"THICK COMPACTED £eat U 1' SAND(TYPICAL) \\\ gnNtty 4"MIN.THICK COMPACTED - (ADOBE)SOIL ONLY. MAXIMUM SAND OR 1/2"CLEAN GRAVEL 19 V2" JOAPPROX.6" UND DIRT WOOD DECK O .�, t;�• �� OUND POOL " I FIBERGLASS�'- Page r 6 Pool sHELL * • ':, STATE OF .1 1 " '%f�0NN. � f 08 z 6 FIR 107019 - TABLE 2- POOLS TABLE 1 POOLS •SERIES SERIES w. = IAjoiio AP 16',38' 10" 17,500 555 PAGE 4 I TYPE 0 B Asbu B 11'-10",25-5" I4'-G" 8,100 264 PAGE 5 TYPE 0 BHCY BHPL N Balboa MP 9'-6",14-6" 4,4 2,500 115 PAGE 5 TYPE 0 BH5H BHSR O Ba Shore BHBA 14'-5" 30' 3'-il" 5'-10" 9 SW 298 PAGE 5 TYPE 0 Z FP Bristol FR14 14',30 3'-6" 6' 200 377 PAGE 5 TYPE 0 TABLE 3- SPAS Ca CM 12'-3" 23'-W 3'-6 S' 6,000 211 PAGE 4 TYPE 0 ' Classic Cove BHCC 13'-W,32'-10" 3',6'-2" 11,300 376 PAGE 5 I TYPE 0 Ewa IRG 8'x 10' Y-4" 600 52 P Hamilton HMT 15',34' 3'-6",6 12,000 369 PAGE 4 TYPE 0 Hana LOS 7-6x7-6" 3' 450 37 Pa 6 { Island Cove ARU 11',22' 3'-6",5' 5,200 177 PAGE 5 TYPE 0 Hilo RY 8'x 10' 3'-4" 600 63 P 6 i � •Laredo (.D 9'-10",19'-9" 3'-2",5 3,750 138 PAGE 5 TYPE 0 Kahana SPKM 7' 10' 3' 350 53 P e 6 Mariana MT 14,35' 3'-7',5'-r "12,400 388 PAGE 4 TYPED Kona Falls BOSSW 8'-4 x9'-4 3' 475 45 P 6 • - O co d C N NfwpOlt 14,30' 3'-7" 5'-u" 12,800 314 PAGES TYPE 0 Kula Falls LRSSW 7'x 8' 3' 420 31 P 6 (n Cl) ' A Panama I BL 11'-10", 35'-38' 4'-6",4'-6" Varies Varies PAGE 6 TYPE 0 Manoa Falls MSW 10'x 11' 3'-4" 550 64 P e 6 U O W ^ o Phoenix FJI 15',34' 3'-6",6' 000 375 PAGE 4 TYPE 0 Molokai Falls CSSW 9'x 12'-5" 3' 700 73 P e 6 m Portia OR 16',40' 3'-6",5'-8" 18,900 585 PAGE 4 TYPE 0 Semicircle Tscr 8'-4"x 16' 10' 400 92 P 6 O •- - ___ _____ - � avo rn 'M ch Sandy Cove BH3$ 11',18' 4'-1" 3,600 177 PAGE6 TYPE TABLE 4- POOLS " 3; Z m Go G ti Seahaven RT16 15'-10",40' 3'-6",7' 15,400 563 PAGE 6 TYPE 0 = Q a cn cn o o wZ c v m c Seaswirl BHSR 12',24'-6" 3'-4',5'-6" 6,000 204 PAGE 6 TYPE 0 (I) HZE I HZE I 8'-6"x 18' I 5' I3600 6 TypeD O 2 Southwind BHSW 15',34' 3'-r,6'-1O" 1000 424 PAGE 5 TYPED X < LL Reviewed by: _ U Sunburst CD 16',33' 3'7",5'-5" 15,000 480 PAGE 4 TYPED Q Donald R.is No xter P M (1� J 5 Florida Lic.No.64901 u.l _ W Three Moon Ba BHTB 15',34' 3'-8",5'-6" 12,000 427 PAGE 6 TYPED 4119 Trinity Dr Santa Rosa CA 95405 m =` € Phone 707-494-8761 N Twin Cove BHTC 11'-7",21-6" 3'-3" S'-1" 6,800 233 PAGES TYPED Se8i: U `w%I%%ININigpiDI U,4 " Vienna GS 15'-7",34`-$" 3'-r 5'-10" 15 000 423 PAGE TYPED ©R C• POIN0� �L..••••Eas'. l>' J Wellington FP 12' 25'-1" 3'-r 5'-5" 6000 213 PAGE 4 TYPE 0 Q.:'` •\► F•�'''.•� � s age STATE OF ' Z °° �sSIONAL��G , 2 gig of 8 IL