HomeMy WebLinkAbout14-15234 CITY OF ZEPHYRHILLS
5335-8TH STREET
� ' (sis)�so-oo20 15 4
RESIDENTIAL SWIMMING POOL
�` ' i` PERMIT INFORMATION LOCATION INFORMATION
. .
Permit Number: 15234 Address: 5845 13TH ST
� Permit Type: SWIMMING POOL RES. ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 11-26-21-0010-03800-0080
Improv. Cost: 29,500.00 OWNER INFORMATION
Date Issued: Name: WEAVER PAUL W JR
Total Fees: 397.50 Address: 5845 13TH ST
Amount Paid: 397.50 ZEPHYRHILLS FL 33542-3757
Date Paid: 4/30/2014 Phone: (813)788-1128
Work Desc: INGROUND POOL W/CAGE 18 X 30
CONTRACTOR S APPLICATION FEES
PAUL SCHAPER CONSTRUCTION INC BUILDING FEE 277.50
REESE ELECTRICAL INC PLUMBING FEE 60.00
PAUL SCHAPER CONSTRUCTION INC ELECTRICAL FEE 60.00
�
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Ins ections Re uired
POOL STEEL = -
POOL DECK & FOO ER -i -1
POOL ELECTRIC BOND G��I(-l�G
POOL PLUM ,ING/PRESSURE '
FINAL � -I(- I �f"
REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80(2)(c) when extra inspection
trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting
from faulty construction c) repairs or corrections not made when inspections called d) work not ready for
inspection when called e) permit not posted on job site� plans not at job site g)work not accessible.
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 ilure to record a notice of commencement may result in your paying twice for
improvements to your pro �erty. If you intend to obtain financing,consult with your lender or an attorney
, before recording your notice of commencement."
C9 �XPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO
� CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
�- _ _
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' a�s-�so-oozo City of Zephyrhills Permit Application Fax-a��-�eaooz�
Building Department
� � .
Date Received Phone ContactforPertnitting ��� /O O — �SJrS
Owners Name Owner Phone Number ��3' /� - �
Owners Address � � v�/�.G� Owner Phone Number
Fee Simple TiUeholder Name �✓ A Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS S C7 TS � � STI`e�(. LOT# �
SUBDIVISION PARCEL ID# ��"0�(0'o��'��/(7' 0 3p�Q ' ��$
(OBTAINED FROM PROPERTY TAX NOTICE) .
, WORK PROPOSED NEW CoNSiR ADD/ALT Q SIGN Q Q DEMOLISH
B ' INSTALL e REPAIR
, PROPOSED USE Q SFR Q COMM 0 OTHER
' TYPE OF CONSTRUCTION Q BLOCK Q FRAME 0 STEEL Q
DESCRIPTION OF WORK I � II�v
� ,
BUILDING SIZE � Q F QTAGE HEIGHT C.�
�"�"r-
QBUILDING $ � �^O o ALUATION OF TOTAL CONSTRUCTION
V
i�
QELECTRICAL $ � AMP.SERVICE Q PROGRESS ENERGY Q W.R.E.C.
OPLUMBING �
OMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION ���
�
QGAS Q ROOFING Q SPECIALTY Q OTHER
FINISHED FLOOR ELEVATIONS FLOOD 7,���AREA QYES NO
�� V
-+- s-s-+— t-�-+— r�s.,s-o.-�r.-G-s-• o s o s + : � t i i 6 a o� a..a •_,.r^;_r:_:�
BUILDER L`OMPANY GL� S L, �N ��
SIGNATURE REGISTERED Y/ N FEE RRE� Y/N
Address � ✓ License# C.� .��p 7�,,,�
ELECTRICIAN �` � _ �j '�COMPANY � �2 �� �/��,i� L�
SIGNATURE V�` REGISTERED Y/ N FEE CURREA Y/N
Address �,/ {. � Z� ' License# �1�{/� 5
PLUMBER � •� COMPANY S C� �
SIGNATURE REGISTERED Y/ N F CURRE� Y/N
Address � V Cicense# �. ����j7��
MECHANICAL COMPANY
' SIGNATURE . REGISTERED Y/ N FEE CURRE� Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
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RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Pertnit for new construction,
Minimum ten(10)working days aRer submittal date. Required onsite,ConsWCtion Plans,Stortnwater Plans w/Silt Fence installed,
Sanilary Facilities&1 dumpster,Site Work Permit for subdivisionsAarge projects
COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Pertnit for new construction.
Minimum ten(10)working days aRer submittal date. Required onsite,ConsWction Plans,Stortnvrater Plans w!Silt Fence installed,
Sanitary Facilities&1 dumpster.Site Work Pertnit 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&ConVactor sign back of application,noiarized
If over$2500,a Notice of Commencement is required. (AlC upgredes over$7500) ,
" Agen[(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMI7TING (Front of Application Onty)
Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
\
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NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to°deed°restric6ons"
. . which•rnay be more restrictive than County regulations. The undersigned assumes responsibility for compiiance 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 contrador(s) sign
portions of the"contractor Block°of this application for which they wiil be responsible. If you,as the owner sign as the
conVactor,that may be an indicatlon that he is not propedy 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
pertnitting. 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 certifiqte of occupancy or
final power release,the fees must be aid rior to
ermit issuance. Furtherm
P P P ore,if Pasco County WateNSewer Impact
fees are due,they must be aid rior to ermit issuance in a
, P P P cc:ordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or mor�e,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"owne�,I certify that I have abtained 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 appliqtion is accurate and that ail work
will be done in compiiance 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 certity that no work or instaliation has
' commenced prior to issuance of a permit and that all work will be perfortned to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
Icertify that I understand that the regulations of other govemment 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 inGude but are not limited to:
' - Department of Environmental Protection-Cypress Bayheads, WeUand Areas and Environmentally Sensitive
Lands,Water/Wastewater Treatrnent.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, WeUand Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatrnent,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
Federal Aviation Authority-Runways.
I understand that the foliowing restrictions appiy 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 buiiding 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 appliqtion,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 fakh to infortn the owner of the permitting conditions set forth in
this affidavit prior to commencing consVuction. I understand that a separate permit may be required for electripl wortc,
plumbing, signs,wells, pools, air conditioning, gas, or other installations not specifically inGuded in the application. A
permit issued shall be construed to be a ticense 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 pertnit 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 permft 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 COMIWENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPRO ENTS TO YOUR PROPERTY. IF YOU INTEND TO OB AIN FINANCING,CONSULT
� WITH YOUR L OR AN ORNEY BEFORE RECORDING Y OTICE OF C MMENCEMENT.
FLORIDAJURAT( .S.117. )
OWNER OR AGENT CONTRACTOR
SLu a swom to i ) me this Sub 'be an swo (or aff bef re m i
-F�����by �' _��bY I�
Who islare rsonalty known to m r ha d Who i are rsonally known to me or
as ideMif tion. as identification.
Commissi �"""' LEN Com ssion N �`ina�°�e'�. SUZANNE ALLEN
.�
?' ' "°� ota Public-State of Florida �' ' `°= Notary Public-State oi Florida
Neme of Notary ' �}. * ' f '_
;N� a;; .,o m.Expires Oct 25, Noterytyped,printed or �� ,o;; y:,omm. xpi es Oct 25,2015
�''%;eoFF,.o?; COmmisSion#EE 131770 �'';��oF��o;.` CommiSSion #EE 131770
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2014065271
Pamiit No. Parai ID No,1�d�Q��1" U�1�' n_�'�IJLJ'��O
NOTICE OF COMMENCEMENT
s�ce�r �'Ior�o�0. cw,�ya �QS�a
THE UNDERSIGNED hereby gives nofioe tl�at improvement wN be made W certain real Property.end in exmdan�a wifh Chepter 713,Flodde Stetutes,
tha foYovAng IMmmatlon Is proWded In tMs Notke d Canme�ant c�
1. DesaiPtlon of Property.Parce!Identitkation No.I 1'O�I�' �'��1 0 - C)�J U�d ` 0��0
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2. General Desaiplion af Imoiovcnent���` � �s-��,.1\ �, 5�c'e e✓� e o-� �N�
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3. Owner trAortneAion or Lassee IMo^r�ma�tlon N�the Leuea con0acied for the lmprovemerrt: � A��.a
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Name cf Fee Simpfe Titleholdef: IG -1�
(H dilfeteM fian Owner Gsted above)
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� l � � � Persans witldn the Stete of Flaida deslgneted by the ovuner upon xAiom notitts or oH�er doam�ts mey be served ae provitled by • p a
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Tdephar�ellumberdDesignatedPelaon: ��
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� �Z ?1 m �17 � !o rcceive e mpy Mthe IJerwrs Notice as provided In Sxtlon 713.13(i)(b).Florida SYatutes. f_f3 �
emi� m D v� m Telephorte Nunber of Person or Entity Designated by ONner: W N
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� O � � �.T E�fratlon dete of Notlee of CortunencemeM(Iha e�tiatbn daro may noi be before tlre wmWetlan o!constructfon and fhml paymeM to ffie ; C�~�
p -< � n n 'T7 contracta,but w(0 be one year fmm the dete d recardinp�mtess e ddierent dete ts spedfled): p m
m� _ �'1 � � r WARNING TO OUVNER: ANY PAYMENTS MADE BY'fHE OWNER AFTER THE FJ�IRATION OF THE NOTICE OF COMMENCEMENT ��
r' O Z �'V —i �Z1 p SUL�N YOUR�PA�1fINGplWICE FOR IMPROVEMENT�S 0 YOUR PROP�ERTY nA NOTICE F�COMME CE�ENT� MUST 6E �~�
� ?� D �� � � RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT �� o
r � D WRH YOUR LENDER OR AN A7TORNEY BEFORE COMMENGNG WORK OR RECORDIN6 YOUR NOTICE OF COMf�NCEMENT. � 3�
�'� Z'� Q D � Uan�P�enY�P�1�+Y.I declere thet 1 heve read Ihe farepoinp noFlce e�t and fhet Ure fads stated therein ere to the bes! �y� o
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T. �7}=-1'�Persone�N Knrnvl�9B Pmduced IdentlHcatlon H�� Natary Signeture
�� = Type af Identifiration Produced �L— Name(Prlyd)
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Paul Schaper '�O�L Gom�arry �-`
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,
. 8949 Gall Boulevard, Zephyrhiils, FL 33541
Local (813)788-1555 Fax (813)715-4875 FL Lic#CPC1456773 www.barrierreefpoolsusa.com
------------------------_-------------- - ---
_._ _ ._.__--------------
Customer Mr Paul Weaver . Salesperson � Paul
_ -.^-- -------------- ---------
_. . , -----_ T—� _�__ ____.
Address i 5845 13th St Phone � 813-788-1128
'----- --- -- ----- - - --- --- - ------— � ,-- ---- ------
C�tY � Zephyrhills State; FI Z�P ; 33541 Date ' 4-7-14
,
_ .. . . ,. .. , . . . . , _ .
� ; POOL KIT . . , .- , ; . . . .
. .. , ,._ .. .,: . .
, . . ___..
MODEL: Pfeasa��ve-or Sea Swirl COLOR: G �
0 Induded Permit �Induded Standa Electriql Connection(Within 50')
�induded High Efficency Pump �Induded Installation
D Induded Cartridge Filter �Induded Start-up Chemicals
D Induded Salt Water Chlorinator �Induded Hand Over Equipment
�Included.: Cantilevered Coping-Standard
, . pool kit subtofa/ 18,900.00
_,. .,
. . , .. .
.. ,,.,, .
� . . . .. . . ,
. .._ ._. , . . . .. ,. _. . _. :.. ,
�included Pal Treo LED Pool Lite w Remote HEATING OPTIONS
D Included Little Shark Auto Cleaner N/A .
❑Induded
Included SPA 8 WATERFALL OPTIONS
❑Induded N/�1
❑Induded .
� DECK OPTIONS SCREEN ENCLOSUR�
30 In ft Deck O Drain Aluminum Gab/e/Hip Pool Enclosure
Perimeter Reinforced Screen Room Footer 2-3'0"x 6'-8"Screen Do�r w/Lock&Clsr
18'x 30' R/B Concrete W Textured Acrylic 30 In ft 5"Super Gutter includes2-dwn s t) �
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� options and spec�al conditions subtof I 10,866.50
, ,_.. . ,_ .
,
�: � - . :, . ;.. .... ,:.. ` TOTAL:QUOTE;`:" , �--
PAYMENT Retainer## q_t�_..� $0.00
SCHEDULE Due upon Signing 20% �c�,•c lo�q $5,953.00
Payment 1 -Due upon delivery of shell 30% $8,93,0.00
Payment 2-Due Upon Tie Beam Coping Form 30% $8,930.00
Payment 3-Due upon screen room commencement 14.96% $4,453.50
Final Payment Due on Handover Equipment Balance## $1,500.00
DELIVERY Delivery of your pool is scheduled for 2 weeks after permitting
ITEMS NOT Electrical Service;Rock Excavation;Underground Water or problems caused by Storm Wate.
INCLUDED Relocation of Service Lines;Dumping of removed debris.
Client hereby agrees that SCHAPER POOL CONSTRUCTION is not responsible(but all care taken)for any damage to concrete,
driveways,paths,gardens,underground drains,pipes,etc.,or any plant life on or near the route of access and around Pool Area.
Price valid for 30-days. Collection costs if any,together with interest shall be added to the contrad price if payment default occurs.
Cancellation of the contract after the 72-hour grace period shall incur a nominal fee.
SCHAPER POOL CONSTRUCTION CUS ER A PTANCE / DATE y��-aa��
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Weaver Sea Swirl or Pleasent •
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SITE PLAN � � PARCEL ID: 11-26-21-0010-03800-008
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Paul weaver � /3ti` S-f.�..��' — �' i
5845 13th Street � � �
Zephyrhills, FL 33542 .�'j� � J � J '
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PLUMBING DIAGRAM �.
Paul Weaver �
5845 13th Street �
Zephyrhills, FL 33541 . �
Parcel ID#: 11-26-21-0010-03800-0080 �
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RESIDENTIAL SWIMMING POOL, SPA, AND/OR HOT TUB SAFETY ACT
NOTICE OF REQUIREMENTS
I (We) acknowle e that a�]ew swimmin pool spa, or hQt�ty will e const d or installed at(please print street
address) ,s$� /37h ffr^eG���L,� I��. �� 3J?�and hereby affirm that one of the
following methods will be used to meet the reqwrem ts Florida Statutes(F.S.�15:
Please initial the method(s)to be used for your pool.
� The pool will be isolated from access to the home by an enclosure that meets the pool barrier requirements of
F.S.515.29.
The pool will be equipped with an approved,safety-pool cover that complies with ASTM F1346-91 (Standard
Pertormance Specifications for Safety Covers for Swimming Pools,Spas,and Hot Tubs).
All doors and windows providing direct access from the home to the pooi and located within the
enclosure/fence required by the Pasco County Land Development Code (LDC), Sedion 530.4(D), will be
equipped with an exit alarm that has a minimum sound pressure rating of 85 decibels at ten feet.
All doors providing direct access from the home to the pool and located within the enclosureffence required by
the Pasco County LDC,Section 530.4(D),will be equipped with setf-closing,self-latching devices with release
mechanisms placed no lower than 54 inches above the floor or deck.
I UNDERSTAND AND AGREE THAT NOT HAVING AT LEAST ONE OF THE ABOVE INSTALLED AT THE TIME OF
FINAL INSPECTION OR WHEN THE POOL IS COMPLETED FOR CONTRACT PURPOSES WILL CONSTITUTE A
VIOLATION OF F.S.515, AND WILL BE CONSIDERED AS COMMITTING A MISDEMEANOR OF THE SECOND
DEGREE,PUNISHABLE BY FINES UP TO$500.00 AND/OR UP TO 60 DAYS IN JAIL AS ESTABLISHED IN F.S.775.
R4101.17.1.10: Where an aboveground pool structure is used as a barrier or where the barrier is mounted on top of the
pool structure and the means of access is a ladder or steps,the ladder or steps shall either be capable of being secure,
locked, or removed to prevent access, or the ladder or steps shall be surrounded by a barrier which meets the
requirements of R4101.17.1.1 through R4101.17.19 and R4101.17.12 through R4101.17.14. When the ladder or steps
are secured,locked,or removed,any opening created shall not allow the passage of a four-inch diameter sphere.
I FURTHER UNDERSTAND AND AGREE THAT THE OWNER AND/OR CONTRACTOR WILL COMPLY WffH THE
. FOLLOWING REGULATIONS CONCERNING SWIMMING POOL, SPA, AND/OR HOT TUB ENCLOSURES
IMMEDIATELY UPON COMPLETION OF THE SWIMMING POOL, SPA, OR HOT TUB, IN COMPLIANCE WITH THE
PASCO COUNTY LDC,SECTION 530.4(D):
1. Construct around the swimming pool,spa, or hot tu6 a MINIMUM FOUR-FOOT-HIGH FENCE with self-closing,
seff-latching gates. The fence must not have any gaps, openings, indentations, protrusions, or structural
components that could allow a young child to crawl under,squeeze through,or climb over the fence. Gates must
open outward,away from the pool area. The releasing mechanism of the latching device must be located on the
pool side of the gate and so placed that it cannot be reached by a young child over the top or through any
opening or gap. No opening in the fence may be large enough to admit a four-inch sphere.
2. Construct a screen enGosure around the swimming pool, spa, or hot tub with self-closing,self-latching, screen
doors. Latches on exterior, screen doors must be a minimum of 54 inches from the exterior access standing
surtace. All screen enclosures require Building Permits.
3. Provide and utilize an approved,safety,swimming pool,spa,or hot tub cover that complies with ASTM F1346-91
(Standard Performance Spec�cations for Safety Covecs for Swimming Pools,Spas,and Hot Tubs). Such cover
must be capable of being securely fastened over the swimming pool,spa,or hot tub when not in use.
I FURTHER UNDERSTAND AND AGREE THAT one of the enGosures described above will be completed prior to final
inspection of the pool,spa,or hot tub.
ADDITIONALLY, I FURTHER UNDERSTAND AND AGREE THAT the owner will require his/her pool contractor and
hislher screen-enclosure contractor (if applicable) to request and successfully pass a final inspection immediately
following the completionCnstallation of the swimming pool,spa,or hot tub.
IF THE SIGNATURE of the contrador acting as agent for the owner appears bel , ntractor promises in go d faith
to make the owner aware of the above-described requirements and penalti efore mencing consUuction.
SWORN AND SUBSCRIBED BEFORE ME THIS
{� •
. DAY OF ,20
OWNE OR CO T GTL7R GNATURE
�
.Q
� NOTARY PU��.IC PLEASE TYPE OR PRINT NAME ABOVE
. �. JUDITH L.SCHAPER
wpdatalbcs/poolreq : • °i * MY COMtu11SSI0N Y EE 812261page 1 of 2
� ��:t?;�,;'.3�T EXPIRES:June 6,2017
.,,.�,�. Bondad Thn Budget Notary Servkes
Apr-24-2014 03:54 PM PROGRESS ENERGY 727-893-9214 1/1
' �� ����
� ENER�Ym
WR#728900
April 24, 2014
paul Sck�apei•Cons�uction, Inc
Pool5ervlGe and Supplq Company' �
8949 Gall Blvd
, Z�phyrhills;r�,33542
� Fax:813-715-4875
Subjec�; 58�513�I�,St,Zephyrk�ills
Dear paul Schaper CQnstruction,inc;
" Tl�enk yoi��o�contacting D��lce,�ner�y for a lettar of no eou�lict rcgardiug your pool consh2iction.
NQ CON�'I.ICT: I7ulce Eiiergyl�as review�d our�xis�ii�g facilities a�the above re£erenc�d
addrass and liae fou�rd i�o Apparent cvnfliot ai tl�e prop�sed pool loCalioii. Accordiug tQ i�le
drawing{s)you have pxovidad Dulce Ene�gy has uo abj�ction l•o tlie prn�osed eoustruction,
No�e: rlortd�law re�uires excavators xo dial Sunslalne State O�e Call of Flaxlda at 8�1�o locate
existing underground ullliltes prior to dlggtng to avoid p�rsnnal injury and damage to equipmen�
� Since��ely,
; �
Darryl Foshee
En�ii��ering Technologlst lII
Dulce Energy}�Iorida*3G�1•S3 �iland Bivri�zenhyrl�ills,T�I,335�1 a �
SUN SPLASH . JytBAY
. Pleasant Cove t" SEASWIRL n
IjEr4�'��
85"W x 14"D 11 4'
`�vv SWIMOUr
17"—O' s2
1T-0" 19'll" 1 4" Water Level ` ' 4" Water Level "12" ]8" " — ater level 24 6"
a" water l evel z l"
21"Beach ]2" 12" "
44" ]]" 9" 31 18" Bench 9" —� 2l" 21" 15" 12 " —� l7"
46" 29" 12" 1i" 9" 59" g" 41• 12" 12"
IS" 7' ]0 I 12" 12" 66"
OPT.DRAIN -'--'�I 9" I Bench 1
TYP.ALLJ 1
Surface Area = 104 S.F. POOLS
Surface Area 172 S.F. Surface Area = 173 S.F.
SEA COVE Surface Area 214 S.F.
TWIN COVE,.
BEACHSIDE " - SANDY COVE
1O'-e" 11'-to"
11'-1"
17' 11—O"
(" "
24'-7' t 2
rJ___ ___
E]2r
27"-6"
42" 22" l2" 4' Water Level , 4"Weterlevel
79" 21" I4" 9 I2" 18'-0"
8 38" ch I 161/2" Ii" l8" 18' 2 16" —� 4"Watu level
�l 11 il" 10" l8" 17 61" Ileneh —1 g» tl"
46" Bench 22"F11�i 24" 15' � 11" 11"'r
Surface Area - 139 S.F.
tl"
Surface Area 209 S.F.
Surface Area - 253 S.F. &a•faee Men— 177 S.F.
SEA SHORE
ISLAND BAY-
SPARKLE BEACH . 29'-2" LONG BEACH
Safety Float Line 4" 17 W x 20"D
11"— ' SWIMOLR � jIftfl. 11'
—10'
1
7"_2- 12"-0. 4 " _
�v
211 —0" 1 6" 18•— 4'
25_5"
If-2J '
l2" "
2S-5" t la MAX 21" endh 14" 2" 12'
20" 4"Water Level FROM 29`2" 4. IT' 12' 54"
PLUMB 22' Water Level j_
]B" 9" Water Level �" 9 12"1412 " »
1312" 11 I2" —� —� 9" 2l" 39" 34" each 14' 12" 10" L
12 1012" — 21"
441/2" 12' 11 I2" a^ I2" 11" 0 12" 1012" Surface Area 118 S.F.
l2" 72 48" 12" 12" 10 66"_, j 1
4 IS"
Surface Area a 173 S.F. Surface Area - 266 S.F.
Surface Area — 264 S.F. NOTE:THIS SHEET IS NOT VALID UNLESS
G.B. COLLINS ENGINEERING, P.A. USED WITH PAGE 1.
CERTIFICATE OF AUTHORIZATION 27934
GARDNER B. COLLINS, P.E. 9702 LATHAM POOL PRODUCTS INC D.B.A.
SAMUEL A. LIBERATORE, P.E. 55740 BLUE HAWAIIAN FIBERGLASS POOLS
1268 ROGERS STREET, CLEARWATER, FL. 33756 40119 County Road 54 East
727-442-8443 FAX 727-442-6988 Zephyrhills, FL. 33540
gb__collins@verizon.net 831 -783-7439 PG. 2 of 8
EQUIPMENT UST 2007 FLORIDA BOIL( 1G CODE 424-2 and ADDITIONAL NOTES
app, 2007 CHAPTER 41/R4101 wIth 2009 SUPPLEMENT
qn y06EL/ppT NO. a p DESIGN DIMENSIONS SHALL COMPLY WITH SPECIFICATIONS IN ANSI/NSPI 5 RESIDENTIAL 1. POOL INSTALLATION SHALL BE BY A QUWJRED AND LICENSED (APPROVED BY
1 HAYWARD vac.°°.OR Fnvlu • SP-1023 NET�aE1UM 1-t/7 wine CYIOOL6C INGROUND SWIMMING POOLS BASED ON THE POOL TYPE AN NSPI 3 PERMANENTLY THE POOL CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL DETAIL DESIGN LOCAL BUILDING DEPARTMENT) POOL CONTRACTOR, THE INSTALLATION SHALL
INSTALLED RESIDENTIAL SPAS. REGUIREMENTS FOR EACH INDIVIDUAL POOL IN ACCORDANCE WITH THE CONFORM TO ALL LOCAL BUILDING CODES, IE, PERMITS SPECIFICATIONS, CODES,
2 RAVWAR°vats CO.06 EQUAL • SP-141FLORIDA BUILDING CODE, AND ALL CONSTRUCTION SHALL MEET ALL RULES. INSPECTIONS, WORKMANSHIP, ETC.
3 WATER WAY PFAS1ICs aR Eql 640-xex V I t°ul A WIR 2-1 Nl6 AMI11i.5- 7 SEE ANSI/NSPI 5 FOR DMNG WATER ENVELOPES. SLIDES SHALL MEET THE APPLICABLE CODES INCLUDING PLUMBING, ELECTRICAL AND GAS. PIPING SHALL
4 tiw UM CO.OR EQUAL • SP-1077 aR 1094 I909aR MANUFACTURER'S INSTALLATION REQUIREMENTS. BE SCH. 40 PVC, NSFpw, MAX. PRESSURE VELOCITY 10 FPS, SUCTION 6 FPS. 2. TYPICAL PROPERTIES OF A REINFORCED FIBERGLASS POOL
9 W6)UFO.CO.aR ECUAL 5P-0607 11717IUQ4 AS7 PAC 1'COIWR CaNEtalav THE POOL PLAN SHALL SHOW THE DESIGN PLUMBING AS PER THE SAMPLE GEL COAT/ISO-NPG MIL Aplicotion 25
ENTRY/EXIT: SHALL COMPLY WITH ANSI/NSPI 5 AND NSPI 3. LADDERS. UNDERWATER WITH THE INFORMATON REQUIRED SHOWN_ GLASS CONTENT BY WEIGHT 35X
9 vurxA )vac CO.OR EQUAL • -109-- LIRE 0W ta°W ARET,12 AMRDJ SEATS. AND SWIMMOLITS (MAX.20" BELOW WATER). TENSILE STRENGTH, PSI 16733
Y xAYWARa Fas co aR Equu • 60-I049-AV _ aIr9I ER(ARE/RIO A�121tvrs wm CUIaUwtO MAIN DRAIN PLUMBING SHALL BE TWO DRAINS SEPARATED BY 3' WITH TENSILE ELONGATION 1-2%
9 vtAYW IW IE0.06.06COAL • sP-IC56 IIWR05TATIC AMWE(pT10NA1) CIRCULATION SYSTEMS, COMPONENTS AND EQUIPMENT SHALL COMPLY WITH NSF 50. APPROVED ANSI/ASME Al 1219.8-2007 COVERS AS AN ALTERNATE THE FLEXURAL STRENGTH. PSI 43123
APPROVED DRAINS MAY BE PLACED ON DIFFERENT PLANES. THE TWO DRAINS FLEXURAL MODULUS. PSI (X10"8) 1.37
•p1ANmWs 9tm AT caFSIm1Cn0N
THE MAXIMUM TURNOVER RATE IS 12 HOURS. SHALL HAVE A COMMON SUCTION LINE. SUCTION GRATES MAY BE USED IF COMPRESSIVE STRENGTH. PSI 25300
APPROVED AT A MAXIMUM OF 1-1/2 FPS AND THE SUCTION PIPING IS TYPICAL THICKNESS. INCHES 1/4
FILTERS SHALL HAVE AN AIR RELIEF AND PRESSURE GAGE. PUMPS 3 HP AND LESS RECESSED FROM THE GRATE THE DISTANCE EQUAL TO THE SUCTION PIPE
SHALL MEET ANSI/UL1081, CORROSION RESISTANT WITH STRAINER AND MEET THE SIZE. IN ADDITION A SAFETY VACUUM RELEASE SYSTEM MUST BE INSTALLED. 3. POOL SHELL SHALL BEAR ON UNDISTURBED SOIL, FREE OF PEAT. MUCK. OR OTHER
PRESSURE 0-60 PSI REQUIRED FLOW. THIS MAY CONSIST OF AN AIR RELEASE SYSTEM. THE VENT PIPE SHALL BE DELETERIOUS MATERIAL OF ANY SIGNIFICANT AMOUNT.
TIED TO THE MAIN DRAIN LINES. SIZED THE SAME AS THE MAIN DRAIN
FILTER GAUGE
SURFACE SKIMMERS SHALL MEET NSF 50 AND THERE SHALL BE SUCTION LINE AND BROUGHT BACK TO THE FILTER LOCATION, ELBOWED UP 4. BACKFILL MATERIAL MUST NOT CONTAIN ROCKS OR OTHER MATERIALS THAT COULD
(SAND, DE, 1-1/2" SCH. 40 PVC AND OVER WITH A GRATE FOR PROTECTION AND LABELED "SAFETY VENT". AS DAMAGE POOL WALLS.
CARTRIDGE VENT MIN. 2 RETURNS ONE FOR EVERY B00 SQUARE FEET OF SURFACE AREA. AN ALTERNATIVE THE SAFETY VACUUM RELEASE SYSTEM (S�FRS) MAY BE AN
OR EQUIVALENT) APPROVED VALVE MEETING IAPMU IGC 160-20010. 5. POOL TURNOVER SHALL BE 12 HOURS, MAXIMUM WITH HI-RATE RAPID SAND FILTER
PROVIDE WALL DRAINS/SUCTION RETURN INLETS SHALL BE A MINIMUM OF ONE FOR EVERY 600 SQUARE FEET (MENDAM.. I 8' M, OR 1.75 S.F.) AND PROPERLY GROUNDED, APPROVED PUMP (MIN.
FITTINGS SKIMMERS DO NOT REQUIRE PROTECTION AND MAY BE DESIGNED FOR 30 GPM 3/4 H.A. W/29 G.P.M. 60 T.D.H.) HAYWARD OR (EQUAL).
BACK WASH SKIMMER- HEATERS SHALL MEET ANSI-221.56 OR UL1261 OR UL559 DISINFECTANT EQUIPMENT SUCTION.
PLUMBING PROVIDE 2 SHALL COMPLY WITH NSF 50. 6. STEPS OR A LADDER SHALL BE PROVIDED AT THE SHALLOW END OF THE POOL
1-1/z' SKIMMERS IF THE FOLLOWING SHALL BE LABELED WITH RED LABEL MAKER TAPE AT THE
SAND OR DE WAY VALVEfr
POOL AREA PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR MEET LOCAL CODE IF FILTER LOCATION: PIPE. VALVES. "SAFETY VENT' OR "SAFETY DEVICE', PUMP(S) 7. HANDRAILS REQUIRED ON SOME POOLS.
W MULTI-PO GREATER. OFF SWITCH.P UN EXCEEDS 600 8. INSTALL LOW VOLTAGE LIGHT AS PER N.E.C. 680.
VALVE S.F.
& SIGHT 2" PEE PIPE SIZING (MAXIMUM) I HEREBY CERTIFY THAT I HAVE DESIGNED THIS AND IT IS IN COMPLIANCE
GLASS PRESSURE WITH THE FLORIDA BUILDING CODE 424-2 and RESIDENTIAL CHAPTER 9. DMNG PLATFORMS OR DIVING BOARDS ARE NOT TO BE INSTALLED ON THESE POOLS
WASTE STUB UP 6"" 1 1/2" 50 GPM 65 GPM 41/R4101, ANSI/NSPI-3 1999, STANDARD FOR PERMANENTLY INSTALLED SPAS EXCEPT FOR THE BIG BLUE KEYw POOL PLAN. THIS POOL MEETS THE ANSI/NSPI-5.
TO18" FROM EQUIPMENT 2" 83 105 AND ANSI/NSPI-5 2003 STANDARD FOR RESIDENTIAL INGROUND SWIMMING 2003. DMNG POOL REQUIREMENTS FOR TYPE 1 &TYPE 2 POOLS.
NSF APPROVED 2 1/2" 119 147 POOLS.
RECIRCULATING PUMP'W/HAIR & 3" 184 230 10. DURING A HURRICANE WARNING OR ALERT. THIS POOL SHALL BE FILLED WITH WATER.
LINT STRAINER 4" 317 396 11. THESE POOL PLANS MEET OR EXCEED THE ANSI/NSPI 5 2003 RESIDENTIAL
• PROVIDE SUMP LINE WHEN REQUIRED. 1--1/2' SCH. 40 PVC FROM SPECIAL SPA REQUIREMENTS INGROUND SWIMMING POOL AND ANSI/NSPI 3 1999 PERMANENTLY INSTALLED
BENEATH MAIN DRAIN TO 18' FROM EQUIPMENT AND STUB RESIDENTIAL SPA STANTARDS
MAXIMUM WATER DEPTH 4', MAXIMUM SEAT DEPTH 28. MAX. FLOOR SLOPE 1:12.FILTER k PIPING OMETRIC N_T_S THE FOLLOWING CODES ARE TO BE MET WHERE REQUIRED:
IS
COMPLY W/NSF 50, UL1081 STEPS: MIN. TREAD 10'X12. 7 MIN. RISER, 12" MAX. RISER EXCEPT THE BOTTOM FLORIDA BUILDING CODE—BUILDING 2010
STEP MAY BE 14" IF IT IS THE SEAT. 3'—O' MIN. (TYP) FLORIDA BUILDING CODE—MECHANICAL 2010
FLORIDA BUILDING CODE—PLUMBING 2010
INTERMEDIATE TREADS AND RISERS TO BE UNIFORM. (4'-0" MIN. FOR EXPANSIVE SOIL) FLORIDA BUILDING•CODE—FUEL GAS 2010
3'-0" MIN IF THE SPA IS OPERATED INTERMITENTLY IT SHALL HAVE A ONE HOUR TURNOVER, IF e^n4vx. 2010 STANDARD SWIMMING POOL CODE
(TXP.) VARIES CONTINUOUS A SIX HOUR TURNOVER. 98-76 BUILDING CONSTRUCTION ADMINISTRATIVE CODE
(4'-0" MIN. FOR EXPANSIVE SOIL
) 2008 NATIONAL ELECTRICAL CODE AND/OR ANY SUPPLEMENT
POOL DECK AND 1"-2' MAXIMUM TEMPERATURE 104 DEGREES. ENTRAPMENT 4 4 4 4 4 ANSI/APSP-7 2006 SUC110N AVOIDANCE
OPTIONAL TOPPING AIR SPACE MEET ANSI/NSPI ARTICLE XVII, SAFETY INSTRUCTION SIGNS. PRESSURE TEST 4 q 4q 4 4 4 44 4
WATER LEVEL PIPING AT 35 PSI FOR 15 MINUTES OR MEET LOG L CODE IF GREATER a4 4 444 a 4 444 THE FOLLOWING �RAEME BAKER POOL AND SPA SAFETY ACT
4" • . d 4 4 4 4 4 4 4 4 24.AAA][ PROVIDING REQUIRED ANSI/ASME Al 12.9.8-2007
3• • 0„ 0. 4 4 4 4 4 4 g 4 COMPLIANT DRAIN COVERS t�
TILE (OPT.) WIRING D BONOING AND All ELECTRICAL 10 NEC ART. 680 OR LOCAL CODE. NO
OIITI ET OR OVERHEAD POWER WITHIN 10'. IF WITHIN PROTECT (SOIL BACKFlLL) 4 44 4 4 4 44 4 4 v
TRANSFORMER MIN. 10' FROM POOL e'ABOVE WATER, J BOX 4' FROM POOL, BRASS 4 4 4 4 4 4 4 4
3/8" FIBERGLASS TO J BOX OR TRANSFORMER WHICH EVER IS FIRST EXCEPT WHERE PVC IS APPROVED. 4 44 4 4 q4 4 4 SPACE
... ............. .......
SHELL
FOOTER
(OPT) 7' TO 12' B' MLA. 4 44 4 4'Q 4�4 4 4 q (WATER LEVEL 1
THICK COMPACTED SAND (TYP.) POOL DECK LA EQUIVEALENT
3003. 4 4 4 4• 0 4.4 f v• + + + . .a a + . + WITH BIRCK OR OR EQUIVALENT BRICK/PRE CAST 4 Q 4
(4"MIN.THICK COMPACTED GRAVEL 'd#IIN.•44 4'4 4 d 4. TILE OPT.
CONC. PERIMETER DECK (TYP.) I .+•+ar.r+*++a+;+' FOR EXPANSIVE SOIL) STONE TOPPING ADHIVSIVE COPING 4 — • \ ( )
2500 PSI W/6X6. 10X10 WWM OR •;*;•;•:*++'4 COMPACTED
'",.C• }`. a{ 'f y:f �, 4' MIN q:4. Q
FIBERMESH AT 1.5 #/CY { •a•, \ B"MIN. THIC COM � 3/8" FIBERGLASS
DECK DRAINAGE 1/8" PER SAND FILL (TYP.) f 4' MIN. , , . + . , , , + SHELL
LINEAR FOOT (12" MIN. FOR EXPANSIVE SOIL) 0 FOOTER *++r+r++++++++++++++•+++++ +
3' THICK COMPACTED SAND (TYP.)
REQUIRED PERIMETER DECK TYPICAL
CONC. PERIM
I I ++ +++ " MIN+ : • FOR EXPANSIVE SOIL) (TYP.)
°•'• °. . 0. ETER DECK Cm?.)
AND EXPANSIVE SOILS DETAIL N.T.S. * � 6"MIN. THICK COMPACTED
^Io 2500 PSI W/6x6, 1OX10 WWM OR
^ 11LE PT) FlBERMESH AT 1.5 #/CY '*'•'+ SAND FILL (TYP.)
POOL DECK (O DECK DRAINAGE 1/8' PER +
(CAN113LEVERED) 3/8" FIBERGLASS UNEAR FOOT (12" MIN. FOR EXPANSIVE'SOIL (TYP.)
SHELL
°' ° ?/4.. '° 6-1/4" OPTIONAL PRECAST BRICK OR POOL AND DECK TYPICAL AND EXPANSIVE SOILS DETAIL N.T.S
i? - T' / + STONE TOPPING DETAIL N.0 4�
a wLEVEL G.B. COLLINS ENGINEERING, P.A.
° ° ° CERTIFICATE OF AUTHORIZATION 27934
TILE LATHAM POOL PRODUCTS INC D.B.A.
(°FT)SAES" FIBERGLASS BLUE HAWAIIAN FIBERGLASS POOLS GARDNER B. COLLINS, P.E. 9702
SAMUEL A. LIBERATORE, P.E. 55740
SHELL 40119 County Road 54 East 1268 ROGERS STREET, CLEARWATER, FL. 33756
OPTIONAL CANTILEVER DECK DETAIL. N.T.S. Zephyrhills, FL. 33540 727-442-8443 FAX 727-442-6988
831 --783-7439 PG. 1 of 8 gb_collins®verizon.net
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