HomeMy WebLinkAbout21-3009it of Zephyrhills
21
5335 Eighth Street
Zephyrhills, FL 33542
BGR-003009-2021
Phone: (813) 780-0020
Fax: (813) 780-0021
Issue Date: 11/12/2021
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Name: MELISSA LUBIN & DUAIN Permit Type: Building General (Residential)
ROTHMAN Class of Work: In Ground Swimming Pool
Address: 6691 Cobble Bliss St
ZEPHYRHILLS, FL 33541
INSTALLATION INGROUND POOL 658 SQ FT
Electrical Permit Fee
Electrical Plan Review Fee
Plumbing Permit Fee
Building Valuation: $60,000.00
Electrical Valuation: $2,500.00
Mechanical Valuation: $0.00
Plumbing Valuation: $8,600.00
Total Valuation: $71,100.00
Total Fees: $773.25
Amount Paid: $773,25
Date Paid: 11112/2021 9:19:48AM
$52.50 Building Permit Fee
$26.25 Building Plan Review Fee
$83.00 Plumbing Plan Review Fee
6691 Cobble Bliss St
rn y e • 1.I I
entities such as water management, st e agencies or deral agencies.
23131���
Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
1110 OCCUPANCY BEFORE C.O.
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` CONTRACTOR GNATURE PE IT OFFICEU
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIOrl-
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
Building Department
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Date Received
Fee Simple Titleholder Name
JOB ADDRESS
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PROPOSED USE
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. . . . . . . . . . . . . . . .
(OBTAINED FROM PROPERTY TAX NOTICE)
ADD/ALT SIGN DEMOLISH
HEIGHT
VALUATION OF TOTAL CONSTRUCTION
ROOFING [:] SPECIALTY =
E= FLOOD ZONE AREA
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License #
License#
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OTHER RCOMPANY L--I:YY I/EN:j ----- FEE CURREl',
SIGNATURE
License #
Address
I I I I I I I s; R-O-W Permit for new construction,
RESIDENTIAL Construction Plans, Stormwater Plans wl Slit Fence installed,
rg
"RiiE6 e projects construction.
COMMERCIAL Attach (2) complete sets of Building Plans plus a a I ) set of Energy Forms. R-O®W Permit for new
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans wl Slit 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, application, notarized
Owner & Contractor sign back of
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 (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences (plot/Survey/Footage)
Driveways -Not over Counter if on public roadways_needs ROW
DUKE
ENERGY.
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November 5, 2021
Staycation Pools & Spas
chris@staycationpoolsandspas.com
Subject: 6691 Cobble Bliss St., Zephyrhills FL 33541
Dear Christine Lanning:
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.
Note: Florida law requires excavators to dial Sunshine State One Call of Florida at 811 to locate
existing underground utilities prior to digging to avoid personal injury and damage to equipment.
Sincerely,
Ryan Flaherty
Project Coordinator
Duke Energy Florida, LLC 4121 Saint Lawrence Dr, New Port Richey, F1, 34653
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
E4201 1 .5, Distances shall be measured as the shorlest 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)]
E4203.1.2WCaere required.
At least one 125-volt, 15- or 20-arnpere receptacle supplied by a general-purpose branch circuit shall
be located a minimum of 6 feet (1829 mm) from and not more than 20 feet (6096 ram) from the inside
wall of pools and outdoor spas and hot tubs. This receptacle shall be located not more than 6 feet, 6
inches ('1981 mm) above the floor, platform or grade level serving the pool, spa or hot tub,
[680,22(A)(1)]
R4501.17Residential swimming barrier requirement.
Residential swimming pools shall comply with Sections R4501,17,1 through R4501,17,3,
Exception: A swirnming pool with an approved safety pool cover complying with ASTM F 1346,
R4501.17.1 Outdoor swimming pools.
Outdoor swiniming pools shall be provided with a barrier complying with R4501 , 1 71,1 through
R4501 , 17,1,14,
R4501.17.11A
The top ofthe barrier shall be at least 48 inches (1219 nim) above grade rneaSUred on the side of
the barlier which faces away from the swirnniing pool. The maximurn vertical clearance between
grade atid the bottorn of the barrier shall be 2 inches (51 nityi) measkired on the side of the barder
which faces away Pcorn the swimining pool, Where the top of the pool structure is above grade the
barrier may be at ground level or niounted on top of the pool structure. Where the baffier is
mounted ono ofthe pool structure, the maximun'i veilical clearance between the top of the. pool
structure and the bottom o IF tire barri er shall be 4 inches (102 ni m),
R4501 a 1 7A 2
The barrier ii'my not have any gaps, openings, indentations, protrusions, or structural components
Herat could allow a young child to crawl under, squeeze through, or climb over the barrier as herein
desetibed below, One end of a removable child barrier shall not be removable without the aid of
tools, Openings in any barrier shall not allow passage of a 4-inch-diarneter (102 rearm) sphere,
R4501A7.13
Solid barriers which do not have openinigs shall not contain indentations or protrusions except for
rionnal constrUdiOtl tolerances and tooled masonry joints.
R4501.171A
Where the barrier is coinposed of horizontal and vertical members and the distance between the
tops of the horizontal members is less than 45 inches (1143 mni), the horizontal men-ibers shall be
located on the swinaming pool side of the fience. Spacing between vertical men-ibers shall no,
exceed 1,/, inches (44 aim) in width. Where there are decorative cutouts within vertical members.
spacing within the cutouts shall not exceed I '/, inches (44 nun) in width,
R4501 r 17.1,,5
Where tire barTier is composed ofhorizontal and vertical rnembers and the distance between the
tops of the horizontal members is 45 inches (1143 innn) or more, spacing between vertical rnefribers
shall not exceed 4 inches (102 n-im). Where there are decorative CLItOUtS within vertical members,
spacing �vlthrn the cutouts shall not exceed I ,'/, inches (44 mm) in width.
R4501.17.1 a6
Maxiniurn rarest size for chain link fences shall be a 2 /Anch square (57 earn) unless the fence is
provided with slats fastened at the top or bottonn which reduce the opertings to no more than I
inches (44 mni),
R4501,17,1.7
Where the barTier is composed of diagonal members, the maxii-num opening lorry ied by the
diagonal racer bers shall be no more than I v', inches (44 mm),
R4501,17A m8
Access gates, when provided, shall be selfclosing and shall comply with the requirements of
Sections R4501,17,1,1 through R4501,17,1.7 and shall be equipped with a self -latching locking
device located on the pool side of the gate, Where the device release is located no less than 54
inches ( 13 72 nim) froin the bottom of the gate, the device release rnechanism may be located on
either side of the gate and so placed that it cannot be reached by a VoUng child over the top or
through any opening or gap fton) the OLINIde. Gates that provide access to the swiniming pool must
open out\vard away Frorn the pool. The gates and barrier shall havt no opening greater than,/, inch
(I rvirn) within 18 inches (457 aim) ofthe release ni echan i sill,
R4501.1741.9
Where as wall of a dwelling serves as fart of the barrier. one of the following shall apply:
I 1,A11 doors and windows providing direct access from the horne to the pool shall be equipped
with an exit alarin complying with U1, 2017 that has as rninirritun sound pressure rating of 85
dB A at 10 feet (3048 nun). Any deactivation switch shall be located at least 54 inches (1372
nini) above the threshold of the access, Separate alarryis are not reqUired for each door or
evindow if sensors wired to a central alarm sound when contact is broken at any opening,
Exceptions:
I , a,Screened or protected windows having a bottorn sill height of 48 inches (1219 nim')
or more rneasured from the interior finished floor at the pool access level.
I bVindows fiacing the pool on floor above the first story,
3. c,Screened or protected pass -through kitchen windows 42 inches (1067 mrn) or higher
with a counter beneath,
'I 2.All doors providing direct access firom. the honie to the pool unust be equipped with as self -
closing, self -latching device with positive rnechanical latcliing/locking installed as minitriurn of
54 inches (137-2 mrn) above the threshold., which is approved by tire authority having
jurisdiction.
3, 3A swinirning pool alann that, when placed in a pool, sounds an alarm upon detection ofan
accidental or unaUttiorized entrance into the water, Such pool alarm must meet and be
independently certified to ASTM Standard F2208, titled "Standard Safety Specification for
Residential Pool Alarrns," which includes surface rnotion, pressure, sonar, laser, and infrared
alarrns,. For putjoses of this paragraph, the teen "swimming pool alarm" does riot include any
swirnming protection alarin device designed for individual use, such as an alann, attache.d to a
child that sounds when the child exceeds as certain distance or becomes submerged in water.
R4501.17AA0
Where air aboveground pool structure is used as as barrier or where the barrier is mounted on top
of the pool structure, and the means of access is as ladder or steps, the ladder or steps either shall
be capable of in secured, locked or removed to prevent access, or the ladder or steps shall be
SUITOunded by as barrier which meets the requirements of Sections R,4501,17,1,1 through
R4501 . ITL9 and Sections R4501,1A, 12 through R.4501,17.1,14, When the ladder or steps are
secured, locked or removed. any opening created shall not allow the passage of as 4-inch-diameter
(102 mni) sphere.
R4501 17.1 A I
Standard screen enclosures which nieel the reqUirements of Section R4501 � 17 may be utilized as
part of car- all of the "batTier" and shall be considered as "nondwelfing" wall, Removable child
barriers shal I have one end of the barrier nonren-rovable without the aid of tools.
R4501.17A A 2
"I"he barrier must be placed around the perimeter of the pool and must be separate from any fence,
wall, or other enclosure SUITOUnding the yard unless the fence, wall, or other enclosure or portion
thereof is SuLlated on the perinieter of the pool, is being used as part of the barrier, and meets the
barrier reqUirements of this section,
R4501,171 a 13
Rernovable child barriers most be placed sufficlently away ftorn the water's edge to prevent a
your child or niedically frail elderly person who may manage to penetrate the barrier from
immediately falling into the water. Sufficiently away fron:i the water's edge shall mean no less,,.
than 20 inches (508 renal) fi-oin the barr-ier to the water's edge, Dwelling,'
or nondwelling walls
including screen enclosures, when used as part or all of the "barrier" and meeting the other baarrrier
requirements, may be as close to the water's edge as permitted by this code.
R4501ATI.14
A wall of as dwelling may serve as part of tyke, barrier if it does not contain any door or window that
opens to provide direct access From the home to the swiniming pool.
R4501.17A A 5
A mesh safety barrier meeting the requirements of Section R4501.17 and the following minimurn
requirements shall be considered a barrier as defined in this section:
1, Undividual component vertical support posts shall be capable of resisting as minimum of 52
pounds (229 N) of horizontal force prior to breakage when measured at a 36-inch (914 mm) height
above grade, Vertical posts of the child mesh safety barrier shall extend a minimum of 3 inches
(76 rearm) below deck level and shall be spaced no greater than 36 inches (914 rearm) apart,
2, 2,The mesh utilized in the barrier shall have a minirTILJM tensile strength according to ASTM D5034
of 100 porinds per foot, and a minirnurn ball burst strength according to ASTM D3787 of 150
pounds per foot, The mesh shall not be capable of deformation such that a /,,-inch (6A warn) round
object could pass through the mesh,
The mesh shall receive a descriptive performance rating of no less than "trace discoloration" or
slight discoloration" when tested according to ASTM G53 (Weatherability, 1,200 hours),
3, 3,When using a anolding strip to attach the mesh to the vertical posts, this strip shall contain, at a
minimurn, #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 to inches (152 mm) apart on center.
4, 4,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 are 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),
& .The boftorn of the child mesh safety barrier shall not be more than 1 inch (25 mm) above the
deck or installed surface (grade),
7. R4501.18 Ladders and steps.
& 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/swimouts in the deep
end. Whermanufactured diving equipment is to be used, benches or swirnouts 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.
Permit No. Parcel ID No
r NOTICE OF COMMENCEMENT,
State of r1pCounty 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:
1. Description of Property: PgWel Identifigation No.
2.
3.
4.
Street Address:
General Description of Improvement
Owner Information or Lesqpe.informstlon If the Lessee contracted for the Improvement:
rNSTSTU
State
Interest in Property: - V r
Name of Fee Simple Titleholder.
(if different from Owner listed above)
Address ..J0 r6l U�kl H 10 U I C)iO city Skate
Contractors Telephone No.: O—L —uJ'
5. Surety:
Name
Address city
Amount of Bond: Telephone No,:
6. Lender:
State
Address city State
Lenders Telephone No.:
7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by
Section 713.13(1)(a)(7), Florida Statutes:
8.
V1
Address
Telephone Number of Designated Person:
City
State
In addition to himself, the owner designates Of —
to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes.
Telephone Number of Person or Entity Designated by Owner:
Expiration date of Notice of Commencement (the expiration date may not be before the completion of construction and final payment to the
contractor, but will 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 EXPIRATION OF THE NOTICE OF ('OMMFNrFMFNT
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 declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best
of my knowledge and belief.
STATE OF FLORID
ofo' aturs
COUNTY OF PASC
'4Av 04'�' CHRISTINE M LANNING S ature of Owneebr Lessee, or ees or Less Authorized
" 1 , lorida cOrIDIrOctono,artner/Manager
"I", Notary Public - State of
mission # HH 078597
Corn
r. My Comm. Expires jar, 7, 2025
, =S natory's Tfile/Office
Bonced through National N Assn,
The foregoing 2ZL by F4
as 01,19 1 n? (type of authority, e.g., officer, trustee, attorney in fact) for
(nawro of party half of t xecutedt.
Personally Known Produced Identification Notary Signatu !70- Wab�-...
Type of Identification Producedbrtvtr� 1,LceRm.., (P r2 — t-
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POOL PUMP: [PENTAIR INTELLIFLO 3 HP VS ISPA SIZE: N/A
POOL FILTER: 200 SQ CART SPA POOL S.F./ L.F. /GAL N/A
eALL �Lj kfTS: 3 IN WALL & 2 IN FLOOR SPA JETS: N/A
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NI SKIMMER: 1 SPA LIGHT:
CODE, NIA
NICHELESS RAISED SPA:
NAl"ONA POOL LIGHT:
M, 7M P H 'Ll S RH L
AND THE i LA POOL HEATER TYPE SPA COPING: N/A
POOUSPASE.AM TO BE USED AS 0 R D! N A N C Evll` 6-
FOOTER FOR SCRN ENCLOUSRE POOL HEATER SIZE: N/A SPA EXTERIOR: NIA
EE
CLEANING LINE: .VAC ISPA SPILLWAY SIZE:
N/A
CONCRETE R 1E, V iE W DiA,0,17 E J, TEM: I N/A EASY TOUCH:
E,-_ 2 EANING SYS
OVERFLOW LINE (--, ---l-l— I (j, _!
- NIA
"OR
CONCRETE FOO G y It- 1 BLOWER:
z CHLORINATOR: SALT CHLORINATOR
ALONG EDGE FOR 'j
BRONZE SCREEN BOOSTER PUMP: NlA
ENCLOSUR POOL FINISH ITEMS
-------- -----
46. BRICK H: PEBBLE
------- COPING:
7' INTERIOR FINIS
oo COPING MATERIAL: WHITE INTERIOR COLOR SALT & PEPPER
NEW 400
6" X 6" DECK SQ FT N
OR TILE:
PAD I -TJ_LE SQ FT:
L 0 DECK SQ FT TOR N/A
TILE MATmINCGC637 k
FR
4-- �R
_ARTESIAN
613' 6HANDRAIL DECK TYPE: PAVER
-
POOL EQUIPMENT SHALL BE SCREENED
SWIMOUT: X TBENCH DECK MATERIAL: CATALINA GRANA TITANIUM
IF REQUIRED BY LOCAL CODE POOL "M J 1
UMBRELLA SLEEVE:
ZE EQUIP On 7777771FOOTERS L.F:
81 v I
DOD L.F.: Y scP
DOOR ------ W/ NO SUN SHELF S.F.
PAD DECO DRAIN SPECIAL COTES RM_ ALAR — — — ALARM
"M iw� — — — . — — — — —+,-- — — 6" RAISED BEAM: N/A N/A
47---- 15,111, 10, 91" ACTUATORS:
EQUIPMENT 8" x 41 SWIMOUT POOL 12" RAISED BEAM: N/A ALARMS BY:
OWNER
LIGHT 18" RAISED BEAM: N/A ELECTRIC: YES
36 SWIT H DO NOT TOP EXISTING, LEAVE
ALARM SIDE SCREEN PANEL INTACT 24" RAISED BEAM: N/A OVERFLOW LINE. YES
18" X TBENCH CUSTOMER TO REMOVE FRONT 36" RAISED BEAM: NIA POOL ENCLOSURE: BRONZE SCREEN
PANEL BEAM FINISH FRONT NIA ENCLOSURE BY: SCP
ALARM ALARM ALARM BEAM FINISH REAR: N/A SCREEN WALL HEIGHTi
HANDRAIL: NIA BABY FENCE BY: I OWNER
zl� IRRIGATION BY: N/A 'LANDSCAPING BY: OWNER
ca
a
Q� WATER FEATURES
C S: " -NIA SHEER DESCENT: 1 - 36" SHEER ARC
BUBB RS: N/A LYONS HEADS:
AUTO FILL: N/A WATERFALL/ ROCK: N/A
N THERAPY JETS: k�� SOLAR PANELS: N/A
A Custom Pool Deshaned EspeciaHv For. -
JOB SITE SPECIFICATIONS
OT: 12 BLOCK: 10 /*
SILVERADO RANCH
OT* 2j0B
T EC'
B '
LUBIN, MELISSA SIO SILVERADO I
SUB ISIO IVIS
P 0 0 L S S P A S 6691 COBBLE BLISS ST V UBDIVISION PHASE 513
ZEPHYRHILL S, FL 33541 0 81 P
PAGE 1 OF 3 PLAT BOO 81 PAGE(S): 67-73
DRAFTED BY. G.S.M.
COU Ty. P SC
SCALE: 118" ® 11 DESIGNER GRISEL McCAIN DATE: 10/4/2021 �COUNTY: PASC
BOUNDARY & AS -BUILT SURVEY
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6691 ClQ88L.E BUSS STREET
A ZEoHy`RHUS, FLOWCA 33541
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INCONSISTENCIFS HAVE BEEN' NOTED ON THE SQRVEY, IF ANY� DRAINAGE Le #701 L'12
2' PROPERTY CORNLRS SHOWN HER WER US -RING ELEVATOR (P) PEA PLAT
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RECORC 'A'HiC4 VIA' RESTRsCrONS OF cow CONCRETE BLOCK WAU,
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WROVEMENTS HAVE SEEN LOCATED, CONCCO$R SLAR OUT OF REVISE CURVATURE
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K*I'A, FMMAL EMEAGENr pw PERM ENT ROMENCIS MONUMENT
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-WSUN04E RAn MAP VEYOR AND MAPPER
RECONSTRUCT THE aou'NOARY LINES imvi��Afoi 10 FT SCARE FEET
Le UMNSED Cutts &MWAL,
LS LICENSED SURVEYOR T'YPICAL
6, ELEVATIONS ARE EASE" ON PASCO COUNTY PENC�iVARK # P O&JE ORAINACE *'j"Wr? EASEWNY jo U%llTy PAD
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SI,*FWG0N-r1GE$ 44r Max
WATER
Mvp
I,ACf-3'IIOX ROPE AND gr
FLOATS INSTALIED TF
I ESS I -MAN 4--4-
Max
SEE \". S RE
KAN'MIGLDS
.4.4'
�k
HEPS1 �,*
POOL SECTION DETAIL
N.T.S.
RI AMR%
pme A mo
WITH s� 680 26(r) OF THE NATIONAL ELECTRICAL CODE
PAVERS OR 4..Dux
FOOTING 1.o0opS'(Miu)cOXc DECK FIMSH
OPTIONAL Wt03 BAR, 30
' 0 PER CON7RACT
S' X r FOOTING REAM & BAR
WJ(2) 03 BARS OFTMAL
OR (1) #5 BAR
& FLOOR THIC20ZESS 3.&Yj ps- (MT-q.) CONC,g3 BARS ON-
12- CENMRS FnIiER WAY, TIE ALT. 24'17ERSEMONS I S" NIN. 01,JW�Ap
r M(N COVERAGE 014 M7ML WCONC TO ASIM A15 A16 ASIM A30-5
Structural subject to suitable soil conclitious,
POOL/SPA, DECK, BEAM, WALL, FLOOR
N.T.S.
!J'Tw
WE
STEPS OPTIONAL
CIRCU'LA
LINE
>'11AJK DRAM REQURE
(TAMPER PROOF'Stir_ *oml
rIGHTIVU & BONDNG SAME AS
POOL
> NO MOTATIONS ON SHAra
,AS A WLE ONLY F CH APPLICA IION FOR PERMITSMALL
BE BASED ON A '170TA 1. DYNAMIC HEAD OF 60 ft.
Detcrinme System Flow Raw
Mimmurn Flow Rate Required. 35gpn per skimmer (Required I Skimmer M 800 sf)
Pool Volume: sq fix 4 eve dept [icf - 15,000 a on
h x 7.491 p S
Turnowr Time in Hours hours x 60 Atwb mj g
Flow Rate: 15—OW gallons 1 360 minutes - 42,_ . Ipm
?ME
PIPE EMMONS,
GPM 65 GPM
60 IGS
2?2 90 147
3. 135 230
4' 235 3%
FORPOOLS WITH VOLUME -15,000 GALS
PUMP: STARrM P6060L OR HAYWARD SUPERE
YHP42G?M6VTURN
TURINOVER RAn - 6 HOURS, 360 ML14S
111-TER. STARJTEPTM50.50GPM0R
"YWARDC75L' SGPMCAPACITY
MAIN DRAIN, HAYWARD W61049F.
CLUUNTA HAYWARD VAC LOC
mmxam vitmov PIPE
CEZkNERNAC PIPE WE
RETURN sucnm, PPE sm
A-WN DRAINS AS OF 12.1"
A.VS11ASN*A11219SZM?
POOL
%,11N GRATE OPEIVAREA. Q. FLOW,t 7 8
FOR VM)MTY 6,SEC
-MAXIMN WATER DEPTH 4,.MAXIW*A SEAT DEPTH
28',NIAX
-FLOOR SLOPE 1: 12
-STEPS'%flN. TREAD 10" X 12", 7' MIN7. RISER, 12MAX
RISER EXCEPT THE BOTTOM STEP MAY BE 14"IF IT IS
THE SEAT, rN MEDIATE TREADS AND RISERS TO
BE LN'FfORA4 IF TIM SPA IS OPERATED
INTERMITTENTLY IT SHALL HAVE A ONE HOUR
TURNOVER, IF CO WITINI-KAIS A SIX HOUR I'LMUNOVIRR
TEMPER ATURE 104 DEGREES,
-NW,ET ANSINSPI ARTICLE XVII, SAFErY
INSTRU,MOWSAFFTY siGNs-
-PRESSURE TEST PIPING AT 35 PSI FOR 15 MINtrrFS OR
MEET LOCAL CODE IFGREATER,
OEM=
-DESIGN, CONSTRUCTION AND WORY-MANSHIP
SHALL BE IN CMIFORMITy wrrH THE
REOL�'MMS OF APSP!ICC 3, APSPACC 4, APSNICC S.
AND APSPITCC 6 AND APSPACC 7 BASED ONTHE
POOL TYPE
-S EF, M- F I FOR Dry NO W A T fi, P RN V EIOPES
-SI-1011i SHALL MEET MMANUFACnarS
WITALLATION REQUIRWEVTS
-ALL K0.5 WHETHER PUBLIC OR MVATE SjWjRE
PROVIDED WITH A LADDEA OR STEPS r-,\ THE SHALLOW
-HEATER SMALL \MEI ANSI-Z21.56 OR UL 1261 OR
till 559
-DISINFECTANT EQUIPMENT SHALL COMPLY WITH
NSF SO-
-PRESSURE TEST PIPING AT35 PSI FOR 15 N&NUTFS OR
MEET LOCAL CODE IF GREATER
-RESIDENTIAL SW Mffxllll BARRIER REQUIREMENTS TO
%4EET SECTONS 430117
-WASTE DISPOSAL 1'0 CONWLY WITH SECTION 454 2.10
R403JO 04ANDATORy)
LLXE MLS&
SPA ENERGY COVSUNIPTION
17HE TVf N MPTION OF POOLS AND PMMA,\E\,Ir
Zkl.�CORMNCE WITH SECTIONS R403,10.1 'O Y
Q
cjo
% 1�
01:-- '*
60c, op, rd
SE CERTIFIED THAT THE DESIGN
w MIENTS AREV w CO*' W4,414 iBE
RLDING 3,
-As 0 rlp- '1'� a "W—CODE 3A 19, BL 7TH EDITION, R4501.ANSVAPSPACX,
V- t- , 'SVAPSP1ICC 4, ANSUAPSPI= 5. AND ANSFAPSP/lCC 6 AND
y AN
AN•
SI)'APSP!ICC7,A�M�AP1,Pj1-('
PSI
RESIDENCE
Ile
Lnpuf WITH FLORIDA BUILDING CODE, 7TH FDMON f2JO)
k
z
0
�2 < 2'1�21
Z LU '0 C �i 'T
'� OD
rq I
0 c"t
=> <
z > Iwo
0 0C.4
r-,
Z. c—
�'
, De 0
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0 U
40
z
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uj
<
0 0 L. S & S !- A S
PERMITTING SIGNATURE FORM
CITY: STATE:/ ZIP:
hereby appoint
sign for all documents pertaining to permits and
Inspe flows for the address listed above.
Drivers License
Authorized ego
State of Florida
County of:
The following Instructmont was acknowledged before me this --5- Of
By':l fro Is PQ r8onally known to me or who has produced
Drivers License as Identifica
11 h.
VNotary Pubdil
State of Florida
N
Commission r04 078597
My Comm. 2025
Bonded through NatiOna! NotafV Aisr,
6XeStayeation oo as 8 ig 4 rn Road, Largo, FL 33774
.staYcatl0nPO0Dort d8Pa8.com
PA S
( 0trNIY i itt
1. Type of building X Residential [ ] Nonresidential
2. is it a Critical Facility DQ No [ ] Yes
3. Type of construction New construction [ ] Substantial dmprovernenttrepairs [ ] N/A
(Subs tan trot being deflne as the value of the Improvements%repairs being greater than 50% of the building's market value excluding land)
4. is thews a flaoriplain within the parcel [ ] No [ ] Yes
if Yes', __ i" i. Flood Zone Designationli. Base Flood Elevation (BF ) in accordance with the latest FIRM published by FEMA or latest study accepted by FEMA
feet
5. Finished Floor Elevation (FFE) feet
(Under the Pasco County Land Development Code, Section 1104, all new construction, substantial ImprovementsPrepairs thereto within the 100-year Flood Zone
must have its lowest habitable floor, or bottom of the lowest horizontal structural member elevated to the BFE plus required freeboard in accordance with
approved construction standards. Nonresidential construction may be flood proofed instead of elevated to the 8FE plus required freeboard in accordance with
approved construction standards.) Additional analysis may be required.
6. Parcel acreage [ ] More than one Acre [ ] 1 Acre or less
7. Type of structure
1. [ ] Primary structure
If. [) Accessory structure [ ] Cumulative impervious area greater than 500 act it [ Cumulative impervious area less than 500sgft
IlL [) Other specify
(in accordance with Land Development Code Section 902, prior to constructing a primary structure or an accessory structures which produce total
cumulative Impervious area greater than 500 square feet) on a property which is one (1) acre or less, the applicant shall be required to provide an
engineered lot -grading plan (two 121 signed and seated copies by a Florida Registered Engineer) that does not create any adverse impact on adjacent or off -
site properties with the Building Permit Application. Also permits are required for additions, pools, slabs, driveways, patios, sheds, or any other type of
structures)
8. Driveway connection or improvements to driveway connection proposed No [ ] Yes
If 'Yes' specify whether it is [ ] New connection [ J Existing connection
(Any driveway connection or Improvements to the existing driveway connection to the county maintained roadway will require a separate Right-of-Woy Use Permit Application.
Coordinate with the Central Permittinhn
epartment for the Right -of -Way use Permit Application and assoclated fees)
9. Proposing to utilize fill materialNo [ ] Yes
1. Amount of fill [ ) loss thcubic yards [ ) more than 5 cubic yards, amount required: cubic yards
(Any f /I exceeding five (5) cubic yards will require a separate Fill Permit Application. Coordinate with the Central Permitting Department for the Fill Permit
Application and assoclated fees)
10. Is Fill proposed in the floodplain No [ ] Yes
(Anyfll/ within the floodplain area need to proWe compensatory storage volume. See LOCSection 902.2.Cr.5 Floodpiain Encroachment)
11. Proposed to remove trees No [ ] Yes
Number of s remadnin on the lot: Number of trees to be removed:
12. Two copies of Grading Plan signed and sealed by a professional engineer included [ ] not applicable
1. Show the location ofthe property and proposed structure on a oundary/Topographic Survey [ J Yes
id. Show/label the delineation of Flood Zones superimposed on the grading plan Yes
did. Show Flood Zone designation and SFE (with limit of each BFE- where available)Yes
Iv. Show proposed Finished Floor Elevation Yes
V. Show spot elevations and grading for all i provements onsite [ ] Yes
vl. Show the driveway connection [ ] Yes
vii. Show the location of Fill area [ ] Yes k,Not a plicable
viil. Show the compensatory storage area [ ] Yes of applicable
ix. Show all existing and proposed removed trees [ J Yes Not applicable
Prior to release of the Certificate of Occupancy or final Inspection where no Certificate of Occupancy Is issued, the developer/owner/builder shall
execute an affidavit, provide an as -built survey prepared by a Florida Registered Surveyor and Mapper of the lot and driveway construction, and
return same to the Central Planning Division. The as -built survey shall be in conformance with the approved stormwater management plan and
report. Any deviations from the approved plan must be noted and will be reviewed for compliance with County codes and ordiances.
I am the applicant and the above information is true to owledge
®ate m-i Signature
R4Revised 08/01/18
West Pasco Government Center, 8731 Citizens Drive, Suite 230 New Port Richey, FL34654
Telephone (727) 847-8128 Fax (727) 815-7000
"Hap Clark" Building, 4111 Land O' Lakes Boulevard (U.S. 41), Suite 205, Land O' Lakes, FL 34639
Telephone (813) 929-2749 Fax (813) 929-2707
East Pasco Government Center, 14236 6th Street, Suite 203, bade City, FL 33523
Telephone (352) 521-4279 Fax(352) 521-4298
k i ♦ i ' i „
NOTICEOF i
I (We) ac no I fh a e s i ml Ne
oNFIoa
it e S ad or installed at (please print street
address) and hereby affirm that one of the
following a ds will b used o meet t r qen s S a utes (F.S.) 515:
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
Performance Specifications for Safety Covers for Swimming Pools, Spas, and Hot Tubs).
All doors and windows providing direct access from the home to the pool and located within the
enclosure/fence required by the Pasco County Land Development Code (LDC), Section 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 enclosure/fence required by
the Pasco County LDC, Section 630.4(D), will be equipped with self -closing, self -latching devices with release
mechanisms placed no lower than 54 Inches above the floor or deck.
In addition to the enclosure/fence required by the Pasco County LDC, Section 530.4 (D), a swimming pool
alarm that, when placed In a pool, sounds an alarm upon detection of an accidental or unauthorized entrance
Into the water, Such pool alarm must meet and be independently certified to ASTM Standard F2208, titled
"Standard Safety Specification for Residential Pool Alarms," which includes surface motion, pressure, sonar,
laser, and infrared alarms. For purposes of this paragraph, the term "swimming pool alarm" does not Include
any swimming protection alarm device designed for individual use, such as an alarm attached to a child that
sounds when the child exceeds a certain distance or becomes submerged In water.
R4501.17.1.10: 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 R4501.17.1.1 through R4501.17.19 and R4501.17.12 through R4501.17.14. 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 OtRtNER D/OR GONT CTOR WILL COMPLY WITH 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):
Construct around the swimming pool, spa, or hot tub a NIM9M F UR»FOOT-FIIGH FENCE with self -closing,
self -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 enclosure 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
surface. 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 Specifications for Safety Covers 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 enclosures 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
his/her screen -enclosure contractor (if applicable) to request and successfully pass a final inspection immediately
following the completion/installation of the swimming pool, spa, or hot tub.
IF THE SIGNATURE of the contractor acting as agent for the owner appears below, the contractor promises in good faith
to make the owner aware of the above -described requirements and penalties before commencing construction.
pubUGdvtpwireq Page 1 of 3
77IRWOR CONT TORSIGNATURE
/) r�
P�s.
CHRISTINE M LANNNG
Notary Public • State of Florida
Commission # HH 078597
MY Comm, Expires Jar 7, 2025
Borded through National Notary Assn.
publiadv1poolreq Page 2 of 3
Pasco County Building Construction services
Building Inspections Division
PAO-4- Development Review services Department
7508 Little Road
COUNTY FL0R1r*DA,41/ Now Port Richey, FL 34664
17137 847-nM
01-IN SI-At -F%, I"MRANCITIACI-S.
ANSIIAPSP-7 Suction Outlet Safety Compliance Worksheet
FXyro
0 Auxiliary (Spa, Featurefs), etc.)
"I I MWgMAW
Are there drains: Yes A No 0 (if no, go to trunk & return pipe size)
r-\
Single Unblockable 0 Two or More
Ij<
(if single Unblockable, indicate make, model & flow rating, then go to trunk & return pipe size)
( r F11
Drain make & model: Kj VkAla
I --.,,--
Listed cover flow rate, gpm
PA /
System Flow Rate: gpm
Method of determining system How rate:
I Yaximum flow rate from the Pcurve
XM ump
Cl Total dynamic head calculation (attach calculations)
W SinnDlified total d
6ranch piping size Inch @ 6 fps or lower
Trunk line size inch @ a fps
'vw'tp. 1:1,1pin
"11TY � i �- ' , -A4VEW
Suction side filtration branch r1-pinqsLze:
In.
Suction side filtration trunk line piping size:
in.
Return side filtration branch piping size:
In.
Return side filtration trunk line piping size:
i-lin.
in.
Auxiliary drain branch suction line piping size:
in.
Auxary drain trunk suction line png size:
229H��#
Vacuum line, If installed shall be sized to flow at 8 fps per ANSI-5 and shall be covered with a self -closing, self -latching
cover per ANSI-7.
I affirm that the above information is Correct and true:
ofdov$VC$documnWi-docu"nispoclaft(pbovbCxfomLWC ANSI APSP Wbomfwat Sheet 416 2
Project Name" (Ab M?
Address:
Flo%v Calculations pqr Standard: Pool water volume + 360
-J-4a-gpM calculated flow rate.
Note: For pools less than 13,000 gals. the calculated flow rate or 36 omit h 'Iff I
If yes, what is the calculated auxiliary flow rate: r 9Pm
Maximum Flow Rate: gpm (greater of the filtration flow rate or the auxiliary ow t If the auxills flow is
Powered by the nitration 4pupa)- f, ra e ry
Minimum suction side filtration pipe size @ 6 fps in. Minimum suction side branch pipe size @ 6 fps
Minimum return side filtration pipe size @ 8 fps 17
---4,--In. Minimum return side branch pipe size @ 8fps
Note: Pipe sIzIng requirements apply QNLY to nitration piping — do not apply to auxiliary load piping.
-------
Filter- Typ Size:
Minimum filter area per filter factor In the standard x.375 gpm (max. flow through filter)
Factor = Filter Area x.375 (cartridge) R_r x 20 (D.E.) or x 15 (Band)
Backwash Valve? Yes 'k- No 0 (If Yes, must be 2 inch minimum)
Pump Selection as listed on (check one of the following): Curve 'A'Less than 17,000 gal.
A
Make., Model: 0 Curve 'C'Great then 17,000 gal.
Flow Rate:
gprn @ rpm. (flow rate must be < = inaximum filtration now rate)
Pump Controls: ^ Filtration pump with no auxiliary load — standard time clock
0 Filtration umP with auxiliary load — Control model for low speed default within 24 hrs.
Heater Model: /J77n- -
Gas Heater efficiency rating-'
Heat Pump efficiency C,O.P.
Equipment Piping* Min. 4 pipe diameters
Directional return fiffing will be installed.
Emm
front of pump and min. 18" after filter for future solar.
I affirm that the above Information IS Correct and true.
AMS1 APSP Wok"*1 Sheet 2 of 2
R*Yiwd WM16
IFY �,I WWII Riff I Z EM "I *-S", W
Pasco County requires the following information to process applications for private swimming pools.
Applicants are required to provide a pool layout showing:
1 The pool with a com leis plumbing a an showing the location of the mechanical equipment and the
plumbing lines, vent lines, pipe sizes, flow rates, and pressures.
2. The layout of the pool with dimensions showing steps, swimouts, ladders, and other features.
3. The spa with a plumbing plan.
4. The deck with dimension showing relationship to the house.
5. Location of windows and doors that have access to the pool from the house,
6. The location of the child barrier fence.
Applicants are required to provide the following information:
1. Pool 7
volume: 5 52- gallons
2. Pump Mfg.: volume:
No.: -- Turnover Rate: GPM
HP.:
3. Filter Model No.: Flow Rate: GPM
0 �r UAWAI
mc&Wilp QW,
12 rouri us ;jll I us, H HfL%ffi •
awi ill"
The applicant shall provide hXqSo es of all the above information.
TUs lviforitafi
publioldv/p-Ireq Page 3 of 3
Nearly 50% more energy efficient than other single
cartridge filters
Cartridge is easy to remove and rinse
Low —force, quick —connect diamond —seal fastens easily
with no tools required
Chemical resistant tank body
High Flow' Manual Air Relief valve and Continuous
Internal air relief
14/2 in. drain and washout for quick and convenient
maintenance and winterization
Easy turn Look -ring
CAU K PROPOSMON 65 RtdtrdG
-
.,NWANK, Canwr aW Reptoduclive Hwm,
A AWABSWW. Causa Is CWftr
et des Dounaps Paaud Systbw Repoftieur.
AA Girt: Ckar y Daflo Reprodimlim
Product Made' Ef fect!ve Flitration Flow Rate I
Area (Sq. Ft.) (OPYK Res)
A '1011"
setect'
Clean & Clear
RP Filter
owlet
The Clean & Clear RP cartridge filter has a side entry port,
which provIdes nearly 5o% more eff',Cjency than any other
single cartridge Cie; ax1pi:a,)te, :nsWe. t,'-,e Clean & Clear.RP
has increased car;r1oge surface consistency to block and trap
particles as small as 20 microns.
lammmucamft
(1411111110W Carton Carton
8 Hour la Hou.- 12 Hour 91Y. Wt. (Lbs.)
160364 CCRP 100 100 100 48,000 60,000 72,000 1 33
160355 CCRP 150 150 160 72,000 90,000 108,000 1 36
160353 CCRP 200 200 150 72,000 90,000 108,000 1 35
One GPM per sq. ft, shown recommended flow rate.5 GPM per sq. ft,
."M
Clearance to remove Filter Module
11MODnsions and Performance
Nc*.e Aczaa: system flow will depend on plumbing
size and other system components.
"Ze* pe-ta:-- AQI-8Uc Systems does not
recommend flow rates above 160 GPM.
1 4 ;:-1
*Irlegre"eocor,l.zvcus High Flow internal al, relief
is OPersiOra: cn; y -inen there Is unobstructed flow
in the circulating s,,s!em.
A B NO. ' ' —
.-, L-, — maxi:;—m continual
operat-Mig p.-essure of 50 PSI. Pool/spa (bather)
app3cations, maximum operating water
temperature (internal filter) 104'F (40*C).
TRADEGRADE
IntelliFlo VSF
Purrip
Appliance
Ff f1PcienC
Database
may
e b protected by one or more of the following US Patents
I o
an-i thrsa�rodrrespond no foreign counterparts: 7,686,687, 7.864,597;
8,043,070; 8,469.675, 8,573,962; D568.340; D606.662; D611,430
IntelfiHo VSF pump is the firs! Variable speec and flow pump
that adjusts to changes In flow conditions to maintain Its
preprogrammed flow rate to run optimally throughout the
entire 941tration cycle. It's like having cruise control for your
pump.
CALIFORNIAPRMITIM 65 WARM
/LWARNW:CaWrandd Reprodoollie, Henn,
4 L "G Use
AVERTMMNP Peet Causer to Cancer
Ides a a .0
A otlefffe M *me Repr:deur, 01 des DmnfllaW So SYSthele Reproduclew,
�AOVERTENCIA: =06wr y Deno Reproducthe,
wer ce
ww-poswar * CaQw.
Product Model Voltoge Full Load
m, OR Amps kW HP SF sFHP FREQ,
Sup
OF R I I
360122 communication Cable - 60 ft. - Included with pump
367166 Chemical Resistant Lid
366904Z Keypad Relocation Kit
11201-0164 2 in, x 2 in. union (2 In. NPT mate x 2 in. fameto
'UL: indicates that pump bears a tit, rnerk signifying evaluation to U.S.
Standards UL1081 for Perm8nernlY Connected Swimming Pool and Spa
Pumps and to Canadian Standards CANIGSA 022.2 No. 108-01 !.(quid
Pumps For S-.,amrrlrg Pools Only (Enclosure 3).
2 'NSF' Indicates that pump bears a mark slonifyIng evaluation to NSF
Standard 50 For 80if-Priming Centrifugal pumps For Swimming Pools
Only.
Refer to Catalog page 50 fora selection of 2-.Pole GFCI breakers
which offer 6 milliarnp personnel protecllonAini,e treating 2008
to current NEC Standards for Pool punjos. -
connect) "mote: two
s (sold lndMduft 2
'API SP'Pump has been evaluated 10 ANSIIAPSPIIGC-15 and California
Title 20 and is certified to use On Residential Swimming Pool Filtration
Systems,
Product may have been evaluated toathw sla:e 8-d local regulatory
Sts0ams. Listing status may change. Always confirm status with
appropriate agency if In doubt,
Note: Pump must be used with current collectors when installed on spas or
hot tubs In Canons.
[4mensions and Pertormance
Et
A.
Votumetric Flow Rate In GPM
10 In I hQMml
(27.5mml
2.81n
171mm'l 7.8in
:199mm.,
23.41n
i594mm
9.91n
253mrnj-i
I Lbin 9.1in
3 1 M m 0 m) 1232 m!
Imm.