HomeMy WebLinkAbout21-3162City of Zephyrhills
5335 Eighth Street
Zephyrhills, FL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021
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BGR-003162-2021
Issue Date: 03/11/2022
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 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 permit required from other governmental
entities such as water management, state agencies or federal agencies.
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DUKE
ENERGY,
MUMMIM
Ky"TWIMINME
Subject: 39109 TUCKER RD
•
Thank you for contacting Duke Energy Florida, LLC for a letter of no conflict regarding your pool
construction.
NO CONFLICT: Duke Energy Florida, LLC has reviewed our existing facilities at the above
referenced address and has found no apparent conflict at the proposed pool location. According
to the drawing(s) you have provided Duke Energy Florida, LLC has no objection to the proposed
construction.
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Adrianna Caputo
813-780-0020 City of Zephyrhilis Permit Applicatiory' Fax-813-780-0021
Building Department
Date Received
Phone Contact for Permittinj
V-111i
Owner's Name 11 ) =18 ZZ. Owner Phone Number
Owner's Address Ll Owner Phone Number
Fee Simple Titleholder Name F- Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 13-91,09 -r\4d,--1EC- Tzir> zei I "ILLli 17(., 332- LOT #
SUBDIVISION PARCEL ID# 2- U 1-007-0- 1 2?-00 -002--0 -001 0
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW ADD/ALT SIGN DEMOLISH
1�9 i INSTALL REPAIR
PROPOSED USE SFR COMM OTHER E-
TYPE OF CONSTRUCTION BLOCK FRAME STEEL
DESCRIPTION OF WORK
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BUILDING SIZE
SQ FOOTAGE
HEIGHT
BUILDING
VALUATION OF TOTAL
CONSTRUCTION
=ELECTRICAL
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AMP SERVICE
PROGRESS ENERGY W.R.E.C.
=PLUMBING
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=MECHANICAL
VALUATION OF MECHANICAL
INSTA4,AT40 �p
=GAS
ROOFING
SPECIALTY OTHER
FINISHED FLOOR ELEVATIONS
FLOOD ZONE AREA =YES NO
BUILDER
COMPANY
SIGNATURE
REGISTERED
Address
License #
ELECTRICIAN
Mp
COMPANY
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SIGNATURE
REGISTERED
FEE CURREN Y I N_j
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Address
License
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PLUMBER
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�Y/ �CURRIN �/N
SIGNATURE
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Address
License #_
MECHANICAL
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4,� $Ik'
SIGNATURE
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L�yjN FEE CURREN
Address
License #
OTHER
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SIGNATURE
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NESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction,
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-00211
Building Department
p, vve, , j in, ITT F 71 11F M
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
ex ansion ofexi t' b ildin s as s ecified in Pasco Count Ord' imber 8 11'7
LAW1111
so -
or -lilt
WWA-A
other installations not specifically included in the applica ion. A permit issued shall be construed to e 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,
. 6 1 6 6 *1 11 1 , i I I *
&MAL6111,N11=0 1011111210Y-M-1011'01 a I
OWNERORAGENII;J�' C0NTRACT0R-----=!!-!!-!W- �11—�- -
Subscribed and swoaffirme � �re �i 7 Vb cri d and sworn to (or affiri;e7r".%1-e me this �e
ZO 21 by
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Whn i-/,qre Dersonally known to ne or has/have produce W o is/are personally known to me or has/have produced
7V-h-4-C as identification. kry YV1 as identification.
Brandon Joseph Cukn Vil Bralillon Joseph Cullen
omIGG3426611
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023- CommIGG3426611
NON 22, 2&cO *2 C-o"UH81122, 2023
W49 L A
B"ded Thru Aaron NotarY Commission No.— N"WE., 401 a I W-0 Bonded Thru AaronNoftmission NO.
Residential Pools
*****Letter from your local power company*****
*****All set -backs shall be met"*"
E4203.1 Receptacle outlets.
Receptacles outlets, shall be installed and located in accordance with Sections E4203,1.1 through
E4203.1,5. Distances shall be measured as the shortest path that an appliance supply cord connected
to the receptacle would follow without penetrating a floor, wall, ceiling, doorway with hinged or sliding
door, window opening, or other effective permanent barrier, [680,22(A)(5)]
E4203.1,2Where required.
At least one 125-volt, 15- or 20-arnpere receptacle supplied by a general-purpose branch circuit shall
be located a mininlUrrl of 6 feet (1829 mm) from and not more than 20 feet (6096 mm) from the inside
wall of of and outdoor spas and hot tubs, This receptacle shall be located not more than 6 feet, 6
inches (1981 rnm) above the floor, platform or grade level serving the pool, spa or hot tub,
[680,22(A)(1)]
1114501.17Residential swimming barrier requirement.
Residential swimming pools shail comply with Sections 4501.17. through R4501 I TI
Exception: A swimming pool with an approved safety pool cover complying with ASTM F 1346,
R4501 A 7.1 Outdoor swimming pools.
Outdoor swinuning pools shall be provided with a barrier complying with R4501,17.1,1 through
R4501,171, 14,
R4501A7AA
'The top of the barrier shall be at least 48 hiches (1219 inni) above grade measured on the side of
the barrier which faces away firoin the swiniming pool, flie inaximurn vertical clearance between
grade and tire bottom of the barrier shall be 2 inches (5 1 rrim) measured on the, side of the barrier
which Faces away From the swunining, pool, Where the top of the pool strUCture is above grade the
barrier may be at ground level or mounted on top of the pool structure, Where the balTier is
mounted on top ofthe pool structure, the maxinium vertical clearance between the top of the pool
structure aud the bottom of the barrier. shal I be, 4 inches (102 nirn).
R4501A7AI
The barrier rnay not have any gaps, opmiings, indentations, protrusions, or structural coniponents
that could allow a young Odd to crawl under, squeeze through, or climb over the barrier as hem -in
described below, One end ofa removable child barrier shall not be removable without the aid of'
tools, Openings in any barrier shall I not allow passage of a 4-inch-diaryieter (102 rnm) sphere,
R4501171.3
Solid barriers which do nothave openings shall not contain indentations or protrusions except for
normal construction tolerarices and tooled rnasonry joints,
R4501.1731.4
Where the barrier is composed of horizontal and verlical members atid the distance between the
tops of the horizontal mernbers is less than 45 inches (114") in the horizontal mernbers stiall be
located on the swimming pool side of the fence, Spacing between vertical men-lbers shall not
exceed 1,1,, inches (44 mrn) in width. Where t1here are decorative CLAOUtS Withill vertical mernbers,
spacing within the cutouts shall riot exceed 1,1/, inches (44 is in width,
R4501.17.1.5
Where the barrier is composed cat` tiorizontal and vertical ryiernbers and the distance between the
tops of the horizontal merribers is 45 inches ( 1143 mm) or inore, spacing between vertical merribers
shall not exceed 4 inches (102 mm), Where there are decorative cutouts within venical members,
spacing within the cutouts shall not exceed I /, inches (44 nirri) in width,
R4501,1T I 6
Maximum mesh size for chain link Ferices shall be as I/Arich square (57 mm) unless the fence is
provided with slats flastened at the top or bottoni which reduce the openings to no more than I
inches (44 rimi).
R4501.171 n7
Where the barrier is composed of diagonal mernbers, the maximum opening rorrTied by the
diagonal rroembers shall Inc; no more than 11, inches (44 mm),
1` t1a1T1.8
Access gates, when provided, shall be selGclosing and shall comply with the requirernerits of
Sections R4501,17, Ll through R4501.17.1.7 and shall be equipped with as self -latching locking
device located on the pool side of the gate, Where the device release is located no less than 54
inches (1372 nim) from the bottom of the gate, the device release mechanism may be located on
either side of the gate and so placed that it cannot be reactied by a yourig child over the top or
thrOUgh any opening or gat) from the outside, Gates that provide access to the swimming pool must
open ourward away t"rom the pool. The gates and bat -tier shall have no opening greater than v', inch
(12.7 mm ' ) within 18 inches (457 min) of the release rnechanism,
R4501n1T1,9
Where as wall of as dwelling serves as part of the barrier, one of the 1"ollowirig shall apply:
I 1,A11 doors and windows providing direct access 1'rom the home to the pool shall be equipped
with an exit, ahm-n complying with UL, 2017 that has as minimum sound pressure rating of 85
dBA at 10 feet (3048 trin-i), Any deactivation switch shall be located at least 54 inclies (1372
trine) above the threshold of the access, Separate alarms are not required for each door or
window if sensors wired to a central alami sound when contact is broken at any opening,
Exceptions:
1. a,Stree neat or protected windows having as bottoni sill height of 48 inches (1219 im,n)
or more measured fIrOM the interior finished floor at the pool access level,
2, bMindows facing the pool on floor above the first story.
3F c,Screened or protected pass -through kitchen windovvs 42 inches (1067 min) or higher
with a counter beneath,
2, LAII doors providing direct access from the home to the pool must be equIpped with as self-,
closing, self -latching device with positive rune hanical latching/locking installed as mininium of
54 inches (1372 nim) above the threshold, whicb is approved by the authority having
,jurisdiction.
swinuning pool alarni that, when placed in as pool, sounds an alarill U[)On detection of an
accidental or unauthorized entrance into the water, Such pool alarryi must me and be
independently certified to ASTM Statidard F2208, titled "Standard Sa.Fety Specification for
Residential Pool Alarms," which includes surface motion, pressure, sonar, laser, and infrared
alarms, For purposes of this paragyaph. the temi "swinuning pool alarryi" does not iflClUde any
swinifning protection alan'rr device designed for individual use, such as an alarni attached to as
child that sounds when the child exceeds as certain distance or becomes submerged in water,
R4501AT1.10
Where an aboveground pool strUcture is used as a barrier or where the baffier is mounted on top
of the pool structure, arid the ineans of access is as ladder oi- steps, the ladder or steps either shall
be capable of being secured, locked or removed to prevent access, or the ladder or steps shall be
sun-ounded by as barrier which rneets the requirements of Sections R4501.17.1.1 through
R4501,17,1,9 and Sections R4501,17,1,12 through R4501.17,1,14, When the ladder or steps are
secured, locked or rtnnoved, any opening created shall riot allow the passage of as 4-inchAiarrieter
( 102 nini) sphere,
R4501ATIM
Standard screen enclosures which ineet the requirements of Section R4501 17 may be utilized as
part of or all of the "barrier" and shall be considered as "nondwel ling" wall, Removable child
barriers shall have one end of the barrier nonremovable without the aid of tools,
R450117AA2
'The baffier must be placed arou.nd the perimeter rule thin, pool and crushbe separate from any fimce,
wall, or other enclosure surrounding the yard unless the fence, wall, or other enclosure or portion
thereof is situated on the perimeter of the pool, is being used as part of the baffier, and ineets the
batTier requirernerits of this section,
R4501.17A.13
Reniovable child baffiers must be placed sufficiently away fi-obi the %vater's edge to prevent as
young child or medically firall elderly person who may manage to penetrate the barrier firorn
hair yiediarely falling into the water, Sufficiently away ftorri the water's edge shall irlean no less
than 20 inches (508 nim) fi-oin the barrier to the water's edge, Dwelling or riondvvel ling walls
including screen enclosures, when used as pail or ait of the "barrie-C' and ineeting the other barrier
requirements, may be as close to the waiter's edge as pertnitted by this code,
R4501.17A A4
A wall of as dwelling rnayierve as part of the barrier if does not contain anly door or window that
opens to provide direct access frorn the home to the svvitrorning pool,
R450117A.15
A mesh safety barrier meetirig the requirements of Section R4501,17 and the following minimum
requirements shall be considerod a barrier as defined in this section:
Undividual component vertical support posts shall be capable of resisting a minimurn of 52
pounds (229 N) of tear izointal force prior to breakage when measured at a 36-inch (914 mm) height
above grade, Vertical posts of the child r-nesh safety barrier shall extend a rninimurn of 3 inches
(76 mm) below deck level and shall be spaced no greater than 36 inches (914 mm) apart,
She mesh utilized in the barrier shall have a minimum tensile strength according to ASTM D5034
of 100 pounds per foot, and as rniniffhlrri ball burst strength according to ASTM D3787 of 150
pounds per foot. The mesh shall not be capable of deformation such that /,,-inch (6A rnm) round
object could pass through the mesh,
The mesh shall receive a descriptive performance rating of no less than "trace discoloration" or
11 slight discoloration" when tested according to ASTM G53 (Weatherability, 1,200 hours),
3, 3.When using a molding strip to attach the mesh to the vertical posts, this strip shall contain. at a
minirnwrn,#8 by,/,, -inch (12.7 mm) screws with a minimum of two screws at the top and two at the
bottom with the remaining screws spaced a maximum of 6 inches (1152 nim) apart on center,
44,Patio deck sleeves (vertical post receptacles) placed inside the patio surface shall be of a
nonconductive material,
5, 5,A latching device shall attach each barrier section at a height no lower than 45 inches (11 613
mm) above grade. Common latching devices that include, but art!:,, not limited to, devices that
provide the security equal to or greater than that of a hook -and -eye -type latch incorporating a
spring actuated retaining lever (commonly referred to as a safety gate hook).
66.The bottom of the child rnesh safety barrier shall not be more than 1 inch (25 mm) above the
deck or installed surface (grade).
7, R4501,18 Ladders and steps,
8. All pools whether public or private shall be provided with a ladder or steps in the shallow end
where water depth exceeds 24 inches (610 mm). In private pools where water depth exceeds
5 feet (1524 mm), there shall be ladders, stairs or underwater benches/swirriouts in the deep
end, Where manufactured diving eqUipment is to be used, benches or swimouts shall be
recessed or located in a corner.
9, Exception: In private pools having more than one shallow end, only one set of steps are
reqUired. A bench, swim -out or ladder may be used at all additional shallow ends in lieu of an
additional set of steps,
N
ELEVATION/ DRAINAGE/ PLUMBING BIG SPLASH POOLS & SPAS
SITE PLAN CONTRACTOR: GREG JARQUE
39109 TUCKER RD ZEPHYEHILLS FL LICENSE #'S:
33542 CPC1457911/C6C1256654
CONTACT: GREG@GRITZGC.COM
- - - - -- - - - - - - - - - - - - - - -
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I IEREBY T�Ifi i TFl E PLANS HAVE BEEN
DESI&INEE1 FOR AN ULTIMATE WIND SPEED OF
S S KIPH IN ACCORDANCE S1U'11 NNE STRUCTUP,
AI. RE:";UIREMENTS OF TF-IE 2(�1 s E"I-H EDITION
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EngineeringNicholson
Associates, Inc.
HILL, FL 34609
Phone : 3 2 7 A I7 Fax
2)7 1 7
Nicholas W. Nicholson, P.E.
Florida License No. 37862
CertificaLe of Authorization ; 7455
www.nicholson-engineering,com
Project, Location
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15261 T61com Dr.
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Nicholson Engineering
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R1
HILL, FL 34609
Phone ; (352) 799-0170 Fax
(352)754-9167
Nicholas W. Nicholson, P.E.
Florida License No, 37862
CerlificaLe of Authorization #' 7455
www.nicholson-engineering.com
Project Location :
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Job No.
Date
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I
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Nicholson Engineering
Associates., Inc.
HILL, FL 34609
Phone: (352) 799-0170 Fax
(352)754-9167
Nicholas W. Nicholson, P,E.
Florida License No. 37862
Certficate of Authorization #: 7455
www.nicholson-engineering.com
I Project Location
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Nicholson Engineering
Associates, Inc.
HILL, FL 34609
Nicholas W. Nicholson, P.E
Florida License No, 37862
Certificate of Authorization #: 7455
www.nicholson-engineering-com
Pro3ect Location
File Name
Drawn By
Job No.
Date
Scate
I Hereby Certify That I Have F�e,or,,Ned This Plan And
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INSTR#2022039032 OR BK10552 PG793 Page 1 of 1
02/15/2022 12:51 PM Rcpt: 2417501 Rec: 10.00 DS: 0.00 IT: 0,00
Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller
Permit No. Parcel 10 No ) e:!'II— —0 0 7 172-00 0 mo
NOTICE OF COMMENCEMENT
State Of A4 County of �—
THE UNDERSIGNED hereby gives notice that Improvement will be made to certain real property, and In accordance with Chapter 713, Florida Statutes,
the following Information is provided in this Notice of Commencement
I Description of Property Parcel Identification No, 0 -/2-1-t76-Qb2;0-)
Street Address: !9410t?
2. General Description of Improvement
5-1 . &—t4 C�
3. Own%atlon or Lessee information If the Lessee contracted for the improvement:
ante
Quo zr. PVA%o x Address city state
Interest In Property:
Name of Fee Simple Titleholder.
(If different from Owner listed above)
Address city state
4. Contractor.
Name
ress City state
Contractor's Telephone No,:
Address City state
Amount of BorW: Telephone No.;
6. Lander. —
Name
Address
Lander's Telephone No.:
city state
7. Persons within the State of Florida designated by the cromer upon whom notices or other documents may be served as provided by
Section 713.13(1 Xv)(7), Florida Statutes:
Telephone Number of Designated Person:
& In addition to himself, the owner designates
city Sate
to receive a copy of the Llenoes Notice as provided In Section 713.13(1Xb), Florida Statutes.
Telephone Number of Person or Entity Designated by Owner,
91 Expiration date of Notice of Commencement (the expindlori date may not be before the completion of construction and final payment to the
contractor, but *11 be one year from the date of recording unless a different date Is specified):
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRA11ON OF THE N0110E OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLOPJDA 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
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT,
Under penalty of perjury, I deciare that I have read the foregoing notice of commencement and that the facts stated therein are true to the bast
of my knowledge and belief.
STATE OF FLORIDA
COUNTY OF PASCO 4f or L A.1horted re'jol '4
S! I gns—torys Title/office
The foregoing Instrument was acknowiedged before me this 1—day Of -A156— 20 Zly
—as (type of authority, e.g., officer, trustee, attomay in (ad) for
rav in Pdfarty on alf of whom I 15"n'
'90R-■ry tu
Personally K.Vf Produced Iderifficabon 0 Notary
Type ofidentification Produced rW Nam- (Print)
=77' fj
"I t
OF PASCO
`T EFdT TM THE FOREGOING IS A
THIS IS TOHE
TRUE AND CORRECT CT C RECORD IN THIS OFFICE
ON FILE �%
WITNESS MY HA
AND OFFiCiAi_ EATHIS
DAY OF ,. n�, COMPTROLLER
in
ow
EPUTY CLERK
0