HomeMy WebLinkAbout22-4381City ot ZephyrhillS
5335 Eighth Street
Zephyrhills, FL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021
irimssislii-M
BGR-004381-2022
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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,
111 111111! 1111ITIMINIMR11 111 1111111!11!11 lippillpir III
A
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accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE
P E Flk 11111111 T 0 F F I C E
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I U A Usk,, IT11111"A4,73,21 I "'HNIK"
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department }
Bate Received a Phone Contact for Permitting q� 1 t
Owner's Rams Owner Phone Number 352-263-5913
Owner's Address T509erchantvilEe CIrCIE �ephyrhiiiS, Fi 3354 Owner Phone Number y� x
Fee Simple Titleholder Name T Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 7509 Evlerchantviile Circle �ephyrhilis, FG 33544 L.OT #
SUBDIVISION CreShiieW HiIIS PARCEL ID# 35-25-21-012Q QaQQQd9Q2Q
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED F71 NEW CONSTR 8 ADD/ALT SIGN DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR COMM OTHER
TYPE OF CONSTRUCTION BLOCK O FRAME STEEL
DESCRIPTION OF WORK In ground concrete pool and pavers 1
BUILDING SIZE � SCE FOOTAGE $$0 HEIGHT
BUILDING 72,000.00 VALUATION OF TOTAL CONSTRUCTION
ELECTRICAL AMP SERVICE PROGRESS ENERGY W.R.E.C,
X Duke Energy p
X PLUMBING
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
.-,
=GAS ROOFING SPECIALTY = OTHER C
�y
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO )�
...Set�t
BUILDER COMPANY
West bay custom pool�Y/
SIGNATURE III REGISTERED Y I FEE CURREN
Address 14341 Amero t-n spring hill tl 34609 � Llcense# cpc1459269
ELECTRICIAN COMPANY West coast�11�
SIGNATURE REGISTERED Y, N / N
Address 20946 i3owman F2C? rin hi8 FL 3461Q License# EC13006437 —
PLUMBER � COMPANY
gt
�FE
om pools
SIGNATURE _ „, _ REGISTERED RREN �/N
�„
Address 14341 amero In spring hill fl 34609 License# cpc1459269�
MECHANICAL COMPANY _
_.e._.___ -
SIGNATURE REGISTERED Y / N FEE CURREN/ N
Address License #�
OTHER COMPANY _
SIGNATURE REGISTERED YIN � PEE CURREN Y / N� � Address License # �= Y__� `�"j !
tilt€I1;��l�t��#fiE���g1128ltt
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Farms; R-OW Permit for new construction,
Minimum ten (10) working days after submittal date, Required onsite, Construction Plans, Stormwater Plans wl Silt Fence installed,
Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects
COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction.
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans wt Silt Fence installed,
Sanitary Facilities & 1 dumpster. Site Wodc Permit for all new projects. All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets of Engineered Plans.
****PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $2500, a Notice of Commencement Is required. (AIC 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
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive
than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they
may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and
contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements
may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this
application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is
not entitled to permitting privileges in Pasco County,
TRANSPORTATION IMPACT/UTILrriES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or
expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that
such fees, as may be due, will be identified at the time of permitting, It is further understood that Transportation Impact Fees and Resource Recovery
Fees must be paid prior to receiving a "certificate of occupancy" or final power release, If the project does not involve a certificate of occupancy or final
power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior
to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that 1, the applicant,
have been provided with a copy of the 'Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of
Agriculture and Consumer Affairs, If the applicant is someone other than the 'owner', I certify that I have obtained a copy of the above described
document and promise in good faith to deliver It to the "owner" prior to commencement,
CONTRACTOR'SIOWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with
all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as
indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all
laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I
understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I
must take to be in compliance. Such agencies include but are not limited to:
Department of Environmental Protection -Cypress Bayheads, Weiland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment.
Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
Army Corps of Engineers -Seawalls, Docks, Navigable Waterways,
Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment,
Septic Tanks,
US Environmental Protection Agency -Asbestos abatement.
Federal Aviation Authority -Runways.
I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone W" unless expressly permitted,
- If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida,
- If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
- If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required,
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to
commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or
other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from
thereafter 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,
FLORIDA JURAT IF S 117'03)
OWNER OR AGENT
Subscribed and sworn tylare6rm. affirm. before
I b v
Who is/are personally known tome or hasthave pr
---- CLL_as identification.
Notary Public Notary Public
SComm2s,on'No. ICommission No.
Name of Notary typed, printed or stamped Nam._a Notary typed, �p.Q or �.Qp.d
00011 P Not Public State of Frorida
S
Ksyte it-i 04437
Con, t"
E _)pros 09120120�24
�.res
Kayteigh B899S
Mv, Coq)fy�ission HI1 044375
W Notary
flyPublic State of Florida
c 'f r r
Kayioiqt, Beggs
0,44375
i'm -12 0, -10 - 4
ii� Expires M/2=024
INS P-55 EAR BK PG P.q 1-1 1
06/30/2022 12A3 PM Rcpt: 2475249 Roc: 16.00 DS1- O100 IT: 0,00
Nikki Alvarez- aowles, Esq,, Pasco County Clerk & Comptroller
NOME OF COMMENCEMENT
PerantNo.
PropatyldentLfica6onNo.—,15-�-�—�
UNDERSIGNEDTHE s notice that improvements wiU be shade to cautin 1 property, in accordance t Section
713-13 oft e FloridaStatutes, the following informationis provided in the NOME OF COMMENCENWIM.
1. Description of property t a l ton.)
a) Street Address:
2, General description of improvementsk p �
3, Owner Information
a) Name and address-,
b) Name and address of fee simple titleholder to other than owner)
1 `
e) Interest in property;?
4. Contractor Information
) Name andW i
a
) Telephone No- Fax 2dcs, (Opt)
�
5. Surety information
a) Name and' &:
) Amount of Bond-
c) Telephone o.: Fix No, (Opt)
t
6: Lender -
) F
a) Name and ad
7. identity otperson within ft State of Florida designated by owner upon whom notiem
a) Name and address-,
8. to addition to bk=lt owner desipates the fiellowing person to receive a copy of the
713.13(l) (b), Florida Statutes:
a) Name and address-
b) TelephoneNo.1- Fax No. (Opt)
9E"imfion date of Noticcof Commencement (the expiration date is one year tram the
R
COUMOFPASM
1
_0M-0-1W1P-W-M-6-
Priat'Nox
TUe forcigoing instrurocat was aclatowledgedbefore me this Cs day.f �6' 20 ,
e (WPe Of AudwrilY, 0.9, offica, enlace,in fact) for
(nme of f of whom t was executed),
personally CAS produced Idenlificatim Notary Sigair
Type of1dendfication Produced- _ Nam (print)
verjAcadon pursuant to Section 92.525, Florida Staisam Under ; tics of , .1 declam diat I tease rmd the fomping and that the
in It am true to t1w best of my knowledge and belie£
td fi iy " tA9 9 tAetC
t C
%I C.
kfl t+ 24
. 7t2
ork%k DUKE
ENERGY,
WR # 45604581
Westbay Pools
permitting@westbaypools.com
Dear Duke Energy Customer:
Thank you for contacting Duke Energy Florida, I. 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.
1�
Ryan Flaherty
N—J,iect Coor,,fii,,ator
14245 Powell Rd
Customer: BRILEY, KENNEY
Designer: NIC OLIVA
I/we (the undersigned) have reviewed this plan and
JOB SITE DSCRIPTIOW
POOL SPECS
Spring Hill, FL 34604
approve it as correct within reasonable tolerance,
Parcel ID: 35-25-21-0120-00000-0020
Pool Size: 12'x 26
Address: 7509 MERCHANTVILLE CIRCLE
Date,- 06/11/2022
I/we understand that any changes made to a shape
(352) 358-1435
or to a location may delay the project and/or result in
Subdivision: CRESTVIEW HILLS
Sq ft: 312 Per: 76 LF Depth: 3'0" - 50"
liv
Lic# CPC-14592 69
City / Zip: ZEPHYRHILLS, FL 33540
Scale: 1/8" - 1
additional cost.
Internal Area: 573 BE Gallons: 6 _869
S �11 A 1
POOLS
www.westbaypools.com
Phone:
Phone-, (3 2) 263-5918
X
Block NIA Lot 2
Steps: YES (2) 6 LF Hand Rail: NIA
County� PASCO
Sun Shelf: YES 60 SF Beach Entry: N/A
LEGEND
LEGEND
DIG CREW
SHOTCRETE
Swimout: N/A Bench: N/A Ladder: N/A
r',,�'�MPI_Y WiTH PRE-VAILN't
WOKF
POOL LIGHTS
POOL
T7_ SKIMMER
SHALLOW END T 91'
Standard Bubbler: (1) IN SUNSHELF LED Bubblers: N/A
Tile: 6" 6" CERAMIC 76
ALL
in t,�mir; r,,x`t0,,'F—
_3
Waterline x (TBD) LF
CODES
(D BUBBLER
VAC
(D
DEEP END F 9"
5' 3"
Jewelry: N/A Tile Chips: N/A
NATIONAL ELEf PX CODE,
y
L 25
ZCU
®R RETURNS UMBRELIA HOLDER
POOLBE NCH 27"
2 Vr
Coping: BULLNOSE BRICK = 76 LF
AND THE; %1A ke� 4M.
E V I'M DAI
Interior: MINI PEBBLE (TBD)
P r-2
ORKDR
CRY OF' ZEPHYRHI
I
OVERFLOW LINE
FLOOR RETURNS
SUNSHELF/TOP STEP 15"
FM
911
Drains: j2) PENTAIR 8" ROUND
PLA"AN' PEXAM lr;-,
Y
MAIN DRAIN DECKJETS
2ND STEP
==;=1=_
Skimmer: J1)
Returns: L3j_ Vac Line: (1) Auto -Fill: N/A
60 SF SUNSHELF W/ (1)
REGULAR BUBBLER & (1)
UMBRELLA SLEEVE
84 LF OF ONE-STORY
BRONZE MANSARD
SCREEN ENCLOSURE W1
(2) DOORS BY WBP --------------
DIG
ACCESS
Pt
ALARMS BY
OWNER
PERIMETER FENCE
1611 -4 15v 61'
—10' 6"
84 LF OF STANDARD
6 LF DEEP ENCH FOOTERS BY WBP
END Bi ....... ....
W
r � ti�1,c
0 JETS ACCESS
@ THERAPYJETS EQUIPMENT
STEP CROSS SECTION
Water Depth, TC
Shell Depth. 9")
Top of Form Waterline
NOTES
3RD STEP
29"
4TH STEP
39"
SPA
' S �I'
SS
Raised:
STRUCTURE
Steps
POOL
SPA
Waterline Tile:
BEAM 101,
B
N/A
Jewelry:
WALLS: 61,
WALLS:
N/A
Coping Mt.".
FLOOR: 6"
F R:
N/A
Interior.
a
61=10126111111M
TOP OF TOP TO OP OF BENCH:
BENCH WIDTH
TOP OF NCH TO SPA FLOOR:
TO OF FORM TO SPA FLOOR:
J -TOP OF FORM TO CENTER:
SPA SPECS
er Inlout Dep
�r In/Out P'Ilw.'
Je Spillway
an ail:
Tile Chips.
aI
Drains:
DECK SPECS
Deck 1 Sf: 490 fNEWI
Deck 1 Type: PAVERS
Deck 2 Sf: 92 (TOP EXISTING)
Deck 2 Type: PAVERS
Pouter: 84 LF Wall: NIA
Raised Beam N/A
Deck Drain: 2" DECO LF: 40 LF Color MATCH DECK
EQUIPMENT
Pool Pump: PENTAIR INTELLIFLO VS
Hp: 27
Pool Filter PENTAIR CCRP
Size: 200
Heater 1: N/A
BTU: N/A
NO / LP I Electric: N/A
Aux Pump:.N/A
Hp: N/A
Aux Filter: N/A
Size: N/A
Heater 2: N/A
BTU: N/A
Sanitation: PENTAIR SALT
Pool Lights: PENTAIR NICHLESS LED
QTY: (2)
Spa Lights: N/A —
QTY: N/A
Standard Home Run: NIA Pre
-Wired: N/A
Control: NIA
Switch: REMOTE SWITCH F(VERIFY EXACT LOCATION)
POOL DRAIN: 2"
SPA DRAINS:
_N/A.
SKIMMER: 2"
JET WATER
N/A
VAC LINE: 2"
JET AIR
N/A
POOL RETURN: 2"
SPA RETURN:
N/A
BUBBLERS: 2"
FEATURES:
N/A
14245 Powell Rd Customer: BRILEY KE NEY
Designer: NIC OLIVA
Uwe (the undersigned) have reviewed this plan and
JOB SITE DESCRIPTION
POOL SPECS
-
Spring Hill FL 34604
approve it as correct within reasonable tolerance.
Parcel ID; 35-25-21-0120-00000-0020
Pool Size: 12' x 26'
Address: 7509 MERCHANTVILLE CIRCLE
Date: t1611'i/2022,
Uwe understand that any changes made a shape
-
c® c
13CJ2� 3JL3_�4,3,3
i
and/or
or to a location may delay the project and/or result In
Subdivision CRESTVIEW HILLS
Sq ft: 312 Per: 76 LF Depth; 3' 0" - 5' 0"
C city /Zip : ZEPHYRHILLS FL 33540
LIO� �-^��`�������
Scale: 1/8" _ 1
additional cost.
Internal Area: 573SF Gallons:6869
a ,
www.westbaypools.com Phone:
Phone: (352) 253-5918
X
Block N/A Lot 2
Steps YES (2) = 6 LF Hand Rail N/A
County ASCO
Sun Shelf: YES = 60 SF Beach Entry: N/A
LEGEND
DIG CREW
SHOTCRETE
Swimout: N/A Bench: N/A Ladder: N/A
(SK) SKIMMER � S POOL LIGHTS
SHALLOW END �} {�
s31 9"
+y ry
T a3"
Standard Bubbler. (1) IN SUNSHELF LED Bubblers: N/A
Waterline Tile 6' x 6" CERAMIC = 76 LF
l8
APSPg
"'�-.
(TBD)
� BUBBLER
vnc
DEEP END 5191,
' 3"
Jewelry: N/A Tile Chips: N/A
FLOW CALCULATIONS PER STANDARD: POOL WATER VOLUME 6,869
/360= 36 GPM
t:.J
� RETURNS {� UMBRELLA HOLDER
POOLBENCH 27"
2 "
Coping: BULLNOSE BRICK = 76 LF
CALCULATED FLOW RATE. NOTE POOLS UNDER 13,000 GALLONS, THE CALCULATED FLOW RATE OR
FLOOR RETURNS FR OVERFLOW LINE
SUNSHELF/TOP STEP 15"
9ia
Interior: MINI PEBBLE (TBD)
GPM WHICHEVER IS GREATER = THE FILTRATION FLOW RATE
Skimmer: (1) Drains: (2) PENTAIR 8" ROUND
MD MAIN DRAIN � DECK JETS
2ND STEP
I"
Returns: (�3 Vac Line: (1) Auto -Fill: N/A
IS THERE AN AUXILIARY LOAD ON THE FILTRATION PUMP? NO
IF SO, WHAT IS THE CALCULATION AUXILIARY FLOW RATE: N/A GPM
MAXIMUM FLOW RATE N/A GPM (GREATER OF THE FILTRATION FLOW RATE OR
THE AUX FLOW RATE IF THE AUX FLOW RATE IS POWERED BY THE FILTRATION PUMP
ALL LISTED BELOW PIPOING IS FOR FILTRATION PUMP ONLY
MINIMUM SUCTION PIPING SIZE @ 6 FPS 3 MINIMUM SUCTION BRANCH PIPE @ 8 FPS 2
MINIMUM RETURN PIPING SIZE @ 8 FPS 3 MINIMUM RETURN BRANCH PIPE @ 8 FPS 2
FILTER TYPE AN SIZE: PENTAIR CARTRIDGE 20 + SE
MINIMUM FILTER AREA PER FILTER FACTOR IN STANDARD 20®X .37 = 75 GPM
(MAXIMUM FLOW THROUGH FILTER FACTOR: FILTER AREA X .375 (CART), X 2 (DE) OR X 1.5 (SAND)
HEATER MAKE AND MODEL#: N/A
GAS HEATER EFFICIENCY RATING: N/A (NO PILOT LIGHT)
HEAT PUMP EFFICIENCY C.O.P.: N/A
PUMP SELECTION AS LISTED ON CURVE A (A=< THAN 17,000 GAL OR C=> THAN 17,001 GAL)
PUMP MAKE AND MODEL#: PENTAIR INTELLIELO 2..71HP'V
FLOW RATE 24 GPM 600 RPM (FLOW RATE MUST BE < OR = MAX FILTER FLOW RATE)
PUMP CONTROLS = FILTRATION PUMP HAS NO AUX LOAD - STANDARD TIME CLOCK
FILTRATION PUMP WITH AUXILIARY LOAD - CONTROL MODEL FOR LOW SPEED DEFAULT WITH 24
BACKWASH VALVE: YES (IF YES, MUST BE 2" MINIMUM)
THIS DATA IS FOR THE: POOL
atualwWR
(IF SINGLE UNBLOCKABLE INDICATE MAKE AND MODEL NUMBER)
LISTED COVER FLOW RATE: 316 GPM
SYSTEM FLOW RATE: 134 GPM
METHOD DETERMINING FLOW RATE: MAX FLOW FROM PUMP CURVE
PUMP MAKE AND MODEL#:
PENTAIR INTELLIFLG 2.7HP VS
SUCTION PIPING:
BRANCH PIPING SIZE 3 INCH @ 6 FPS OR LOWER TRUNK
PIPING SIZE 3 INCH @ 8 FPS OR LOWER TRUNK
yzw - �1/
re (1p
JETS $ _} ACCESS
5 THERAPY JETS EQUIPMENT
STEP CROSS SECTION
Water Degih _3' 36"
Shell Depth T 3L39")
Top of Form WAtprfirnp
•
3RD STEP
29"
4TH STEP
.39"
J
SPA
Spa Siz .
Sf:
Raised:
STRUCTURE
Steps:
POOL
SPA
Waterline Tile:
BEAM: 16"
B
N/A
Jewelry: _
WALLS: 6"
WALLS:
NIA
Coping Matenee
FLOOR: 6"
F R
NIA
Interior.
SPA - SHOTCRETE
CROSS SECTION
SPA DEPTH:
TO/FORM OP OF BENCH:
BENCH WIDTH:
O SPAFLOOR:
O SPA FLOOR:
JM TO CENTER:.
In/Out:
Tile
Ski er: Drains:
DECK SPECS
Deck 1 Sf: 490,(NEW)
Deck 1 Type: PAVERS
Deck 2 Sf 92 (TOP EXISTING)
Deck 2 Type: PAVERS
Footers 84 LF Wall: N/A
Raised Beam: N/A
Deck Drain: 2" DECO LF: 40 LF Color: MATCH DECK
EQUIPMENT
Pool Pump: PENTAIR INTELLIFLO VS
Hp: 2.7
Pool Filter: PENTAIR CORP
Size: 200
Heater 1: NIA
BTU: NIA
NG I LP / Electric: N/A
Aux Pump: N/A
Hp: NIA
Aux Filter: N/A
Size: N/A
Heater 2: N/A
BTU: NIA
Sanitation: PENTAIR SALT
Pool Lights: PENTAIR NICHLESS LED
OTY: (2)
Spa Lights: N/A
QTY: NIA
Standard Home Run: N/A Pre
-Wired: N/A
Control: N/A
Switch: REMOTE SWITCH RVERIFY EXACT LOCATION)
PIPE SIZES
POOL DRAIN: 2"
SPA DRAINS:
NIA
SKIMMER: 2"
JET WATER:
N/A
VAC LINE: 2"
JET AIR:
N/A
POOL RETURN: 2"
SPA RETURN:
NIA
BUBBLERS: 2"
FEATURES:
NIA
FLOW THEN SPA
NO SKIMMER
SKIMMER
OPTIONAL 12V LIGHT
W,TRANS. %' BRASS
OR PVC (SEE NOTES)
FLORIDA BUILDING CODE R4501
SKIMMER REQUMED�__,
SPECIAL SPA REQUIREMENTS,
FOR SPA WITH
INDEPENDENT
THE POOL CONTRACTOR IS RESPONSIBLE FOR
HUTRATION, SYSTEM
FURNISHING ALL DETAIL DESIGN REQUIREMENTS
-MAXIMUM WATER DEPTH 4% MAXIMUM SEAT DEPTH
TYPICAL OR, FOP, Is
REIL RAT OUT WITH
FOR EACH INDIVIDUAL POOL IN ACCORDANCE WITH
-FLORIDA
28-,?AAX,
-FLOOR SLOPE 1: 12
8 CIJ TO PUMP
THE BUILDING CODE, AND ALL
-STEPS: MIN, TREAD 10- X 12", 7" MIN, RISER, 12" MAX,
CONSTRUCTION SHALL MEET ALL APPLICABLE
CODES INCLUDING PLUMBING, ELECTRICAL AND
RISER LXCEPTTHE BOTTOM STEP MAY BE 14" IF IT IS
ENTRY REQUIRED
SWIM -OUT OR LADDER (SEE NULLS)
REQUIRED (GIN79 CUI
WHERE DEPTH OVER
Y DLEP(SEE NOTES)
RAILOPTIONAL
GENERAL POOL PLANT
LINIE
EXCEPTION: POPE AND
FLOATS INSTALLED IF
LESS THAN 4'-6
EXCEPT POP,
SLOPING ENTRIES. 4A" Max. SEE NSPI S RE - .-
HANDHOLDS
8" Mx.
Radius
7 Max.
,I II'Min, TO SLOPE CHANCE
POOL SECTION DETAIL
N.T.S.
OPTIONAL DECK W1 THESLAT, INTERMEDIATE TREADS AND RISE TO
1 Y-,,"PEFCH IN JOT RAJLOPTn)NA1,1_� GAS. PIPING SHALL BE SCH. 40 PVC, NSFpw, MAX- BE UNIFORM, IF THE SPA IS OPERATED
PRESSURE VELOCITY 10 FPS, SUCTION 6 FPS,
INTERMITTENTLY IT SHALL 14AVE A ONE FOUR
THE POOL PLAN SHALL SHOW THE DESIGN TURNOV`FR, IF CONTINUOUS A SIX HOUR TURNOVER -
PLUMBING AS PER THE SAMPLE WITH THE -MAXIMUM TEMPERATURE 104 DEGREES. ao
INFORMATIONREQIRDHOWN. MAINDRAIN 00,
-MEET ANSUNSPI ARTICLE XVIL SAFE I' Cb
PLUMBING SHALL BE TWO DRAINS SEPARATED BY 3' INSTRUCTION/SAFETY SIGNS. t,
WITH APPROVED ANSUASME Al 12.19.8.2009 COVERS, AS 014
STEPS OPTIONAL_/�, -PRESSURETEST PIPING AT 35 PSI FOR 115 MINUTES OR Z 7 C4
AN ALTERNATE THE APPROVED DRAINS MAY BE MEET LOCAL CODE IF GREATE R. " 0 <
PLACED ON DIFFERENT PLANES. THE TWO DRAINS >
SHALL HAVE A COMMON SUCTION LINE. SUCTION
CIRCUTNT.R)N_1 >,MAIN DRAIN REQUIRE GRATES MAY BE USED IF APPROVED AT AMAXIMUM
00 01 ID
iTAIMPER PROOFiSEENOTES-11, GENERAL DESIGN REQUIREMENTS , — q
LINE OF I Y2 FPS AND THE SUCTION PIPING IS RECESSED 7- v 00 >-,n C:
> LIGHTWO & BONDING SAMEAS FROM THE GRATE THE DISTANCE EQUAL TO THE < — 0
POOL -DESIGN, CONSTRUCTION AND WORKMANSHIP Ji 4
SUCTION PIPE SIZE. SKIMMERS DO NOT REQUIRE SHALL BE IN CONFORMITY WITH THE ri 45 I?
> NO LIMITATIONS ON SHAPE PROTECTION AND REQUIREMENTS OF APSPACC 3, APSPACC 4, APSIVICC 5, < z CI 0 > N
>
MUST BE DESIGNED FOR A MINIMUM 25 gpm, AND APSPACC 6 AND APSPACC 7 BASED ONITIF
GENERAL SPA PLAN THE FOLLOWING SHALL BE LABELED WITH LU
LABEL MARKER TAPE AT THE FILTER LOCATION: POOL TYPE, 1 0 1"
SEE POOL FOR DIVINNO WATER ENVELOPES.
N.T.S, PIPES, VALVES, PUMP(S) OFF SWITCH. -SLIDES SHALL MEET THE MANUFACTURES
SB836,6-20-07
FOR BONDING AND GROUNDING SYSTEMS FOR SWIMMING POOLS, THE USE OF
AN UNDERGROUND BONDING CONDUCTOR MADE OF #8 AWG. BARE SOLID
COPPER WIRE BURIED TO A MINIMUM DEPTH OF 4 INCHES TO 6 INCHES BELOW
SUBGRADE, AND 18 TO 24 INCHES FROM INSIDE WALL OF A SWIMMING POOL OR
SPA, IS DEEMED A PERMISSIBLE ALTERNATIVE OR EQUIVALENT TO COMPLIANCE
WITH s. 680-26(c) OF THE NATIONAL ELECTRICAL CODE,
PAVERS OR 4" DECK
FOOTING
I(M Psi (Min.) CONC.
DECKFINISH
OPTIONAL
Viz 43 BAR, 30'O.C7
PERCONTPACT
V
OR FIBER MESH
(NON -SLIP)
L
POOL FINISH
PER CONTRACT
I I I
8- X 9- FOOTING BEAM &'7"BAR
OPTIONAL,
f ---- W1(2) 43 BARS
OR (1) #5 BAR
MARCITFOR
EXPOSED
6"Min, WALL & FLOOR THICKNESS. 3,000 psi (MIN,) CONC. PI BARS ON AGGREGATE
12CENTERS EITHER WAY, TIE ALT. INTERSECTIONS 15- MIN. OVERLAP.
2" MIN.C.OVERAGE ONSTEEL W)CONC. TO ASTM A 15. A 16, ASTM A30-5
Structural subject to suitable soil conditions,
POOL/SPA, DECK, BEAM, WALL, FLOOR
----- ------
N.T.S.
BEAM NOTCH -OUT
ELECTRICAL REQUIREMENTS -
OR CUT-OUT FOR SKIMMER
SKIMMER-,
-WIRING AND BONDING AND ALL ELECTPICALTO
COMPLY WITH CHA PTER 27, FLORIDA BUILDING CODE
MIN- STEEL COVERAGE
7TH EDITION -RESIDENTIAL AND NEC 2017,
-NO OUTLET OR OVERHEAT) POWER WITHIN I 0IF
WITHIN IYPROTECT BY GET, TRANSFORMER MIN, HY
J
FROM POOL, 8- ABOVE WATER, I BOX 4' FROM POOL,
POOL $HELL
STEEL #3 EAR @ 12- O.Cl_W�
BRASS TO I BOX OR TRANSFORMER WHICH EVER IS
FIRST EXCEPT WHERE PVC IS APPROVED.
SEND RESAR AROUND
SKIMMER NOTCH -OUT FOR
CONTINUOUS BEAM
(2) #3 BARS
STEEL AT SKIMMER BEAM DETAIL
SAMPLE ONLY, EACH APPLICATION FOR PERMIT SHALL
BE BASED ON A TOTAL DYNAMIC HEAD OF 60 ft,
Determine System Flow Rate:
Minimum Flow Rate Required: 35gpm per skimmer (Required: I Skimmer per 800 sf)
Pool Vohune: 500 __ sq. It x_4 ave depth x 7A81 gal = 15,000__ gallons
Turnover Time in Hrntmkhour-, x 60 min/hr rainutes
Flow Rate: _I5. 000 gallons 1 360 minutes = --- 42____ glen
LIPE, SIZING CHART (V AXIMLN
�
MAIN DRAINS AS OF 12- 1 9-0a �LAJIOII RESSLJLh
ANSFASME A I 12.19A-2007
y_,^ 35 GPM 65 GPM
2' 60 VO
2 90 147
3!2 115 230 POOL
4' 135 3%
MIN, GRATE OPEN AREA - FLOW!! 7.8
FOR POOLS WITH VOLUME=15.000 GALS, FOR VELOCITY 6'.'SPC
PUMP: STARITE P6E6DL OR HAYWARD SU"ERN
Y,IIP42GPMW'fU?N CLEANER
TURNOVER RATE = 6 HOURS -,-- MA)MINS, LINE
FILTERSTARITE. PrM 5050 OPM ORas
HAYWARDCOi.75GM1CAf'ACTrY
MAIN DRAIN: HAYWARD W61048E
CIXANER' HAYWARD VAC LO(,' 97 _=J
it
MAIN SUCTION PIPE SIZE 2�
SKIMMER SUCTION PIPE SIZE 2"
CLEANERNAC PIPE SIZE 2
EOUIPMENT RESIDENCE
RFT1 RN SUCTION PIPE SIZE LOCA flON
INSTALLATION REQUIREMENTS.
-ALL POOLS WHETHER PUBLIC OR PRIVATE SHALL BE
PROVIDED WITH A LADDER OR STEPS IN THE SHALLOW
END WHERETRE WATER DEPTH EXCEEDS 24 INCHF9 (610
MIVBIN PRIVATE POOLS WHERE WATER DEPTH EXCEEDS 5
FEET (1524 MM) THERE SHALL BE LADDERS, STAIRS OR
UNDERWATER BENCHES/ SWIM -OUTS IN THE DEEP END,
WHERENIANUFACTURED DIVING EQUIPMENT IS TO BE
USED, BENCHES OR SWI'_AOUTS SHALL BE RECESSED OR
LOCATED IN A CORNER.
-CIRCULATION SYSTEMS, COMPONENTS AND
EQUIPMENT SHALL COMPLY WITH NIT 50,
-FHEMAXIMUM TURNOVER RATE IS 12 HOUR&
-FILTERS SHALL HAVE AN AIR RELEASE AND
PRESSURE GAGE,
-PUMPS 3 HE AND LESS SHALL MEET ANSVULI 081
CORROSION RESISTANT WITH STRAINER ADD MEET
THE REQUIRED FLOW
-SURFACE SKIMMERS SHALL MEET NSF 50 AND
THERE SHALL BE ONE FOR EVERY 800 SQU ARE FEET
OF SURFACE AREA.
-APPROVED MANUFACUTRED INLET FI7TNGS FOR THE
RETURN OF RECIRCULATED POOL WATER SHALL BE
PROVIDED ON THE BASIS OF AT LEAST ONE PER 300
SQUARE FEET (28 m2) OF SURFACE AREA, SUCH INLET
FITTINGS SHALL BE DESIGNED AND CONSTRUCTED TO
INSURE AN ADEQUATE SEAL TO THE POOL STRUCTURE
AND SHALL INCORPORATE A CONVENIENT MEANS OF
SEALING FOR PRESSURE TESTING OF THE POOL
CIRCULATION PIPING. WHEN MORE THAN ONE INLET IS
REQUIRED, THE SHORTEST DISTANCE. BET WEENt ANY TWO
REQUIRED INLETS SHALL BE AT LEAST 10 FEET (3048 MM).
-HEATER SHALL MEET ANSI-Z2156 OR UL 1261 OR
UL 559,
-DISINFFCTANT EQUIPMENT SHALL COMPLY WITH
NSF 50,
-PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR
MEET LOCAL CODE IF GREATER.
-RESIDENTIAL SWIMMING BARRIER REQUIREMENTS. TO
MEET SECTONS 4501 17
-WASTE DISPOSAL TO COMPLY WITH SECTION 454.2,10
R403,10(MAPIDATORY)
POOLS & PERMANENT SPA ENERGY CONSUMPTION
- THE ENERGY CONSUMPTION OF POOLS AND PERMANENT
SPAS SHALL BE IN, ACCORDANCE WITH SECTIONS R403.10.1
11 1— . — 10 5
4_ "
C) c'� < 0)
so a-
U
U
a
0
cI
IT HAS BEEN CERTIFIEDTHATTHESE DESIGN
CL C14
REQUIRFMFNTS ARE IN COMPLIANCE WITH THE
''IN
W ID
FLORIDA BUILDING CODE 7TH EDITION, R450 t,ANSI/APSP/ICC 3,
BC ! CN
ANSVAPSP/ICC 4, ANSVAPSPACC 5, AND ANSVAPSF/ICC 6.kND
0
ANSVAPSPACC 7, ANSFAPSPACC 14, ANSFAPSPIC.0 15.
UJ
x z
_J
UJ
4
DESCRIPTION: (AS PROVIDED)
LOT 2, CRESTVIEW HU-S. ACCORDING TO THE MAP OR PLAT
THEREOF, AS RECORDED IN PLAT BOOK 53, PAGES 124
THROUGH 129 INCLUSIVE, PUBLIC RECORDS OF PASCO
COUNW. FLORID&
Dow
14245 Powell Rd
Spring Hill, FL 34604
v.
(352) 358-1435
Ze Lic# CPC-1459269
POOLS www.westbaypools.com
50* PLATTED R/W
24' ASPHALT
N, 89,1 '100 E.
-D Iffy—rw
1/2- FIR,
—5t Z
!ot
Ui
0
t;k'y
4
11.
OW STOW
MASOMY
E
RMIDENCE
#75W
STAKDARD
)ECO DRAIN
"F
S. 87s 16 1 W
TRACT
I
I
Samuel A. Liberatore, P.E. #557
GB Collins Engineering
32707 US Hwy 19 N.
Palm Harbor, FL 34684
sari @gardnercollins,lcom
727-442-8443
Customer: BRILEY, KENNET
Address: 7509 MERCHANTVILLE CIRCLE
City /Zip: ZEPHYRHILLS, FL 33540
Phone:
335Z
SURVEYOR"S NOTES. -
I Tlul,s aff0t^'Asy Su,--y, -od# OP l" 1')f0uF4 U-461 01f, Of 0 Ffor"do Rfj'st'md sw"vy'y'
13,4 mopoe, sw�ssy -'n co'Nowed on —2taIZ-11)
Ifto, bosto sw
N 84'16"O"C'' as
1,40 to'T"' envmochrnclos or bwzd"q fo.ndol,ws were meos"'0-1 or ;Ocotoo
ov , post of vn;s -4.ey' ototrwisst ShCY#n 1'0#5 *r4 Shrubs ftot wrtotd, Unit,,sa other-sis SNO.o'
4 7NS swle)' ." const-tted for tho pulpofv- 04, 1 sos:"doly Sir Y omy, abed % "Ot Aftnd'td so
d'Ol"oft "'* 'eq.'roy Of 0,,y fv-fofo€ -off, or � asf'cy' boov" o'
qs
stare, lt�'q€ 0, i—ok oqer y' bo*"4f' cF.E?rs"Iwan osr. P"hor I--, Wo4y
5 TM$ Survey .as 111'osssfvVtv`d -tht)0 ire 0401AA 0 so *WM0 of lfw* crag 0# 00"e,
r'qtos-cf-tysetoock' fewotmol' -afters 04
irubIl stscssla. 1-ot drocted Do tk',A
6 Ffood to" to"I 0 wood oat'pect," ef 1he FIocd k"Ss^anze Rost Moos 01 &Ao.,
r-o' to au'otncj owofd be tractod fo,' f flood xdae.
4, 'cftl to '" forft U101 INS Svf,lios I", ftlMe be#. ffdweo or "Oorg" n we dln to
'wod,5mf,Tolo "Oold tw toke—to nol vow—og vca"�d sodo
Rls-se of rt,r swley so, owpooes aloe,- (too .1thole, aw 0ter, .18os of 'Fe
le-ootls -P'1, f10 old -foo"A Iiob�Wy io th't sw,eeyo' Nofh""q ossrsto 1;hca be com;,"ed to q;,,e *IV
I OA5 V tllr*i4s to WIYQ�' >if," tplal thost t-Wltd to,
I -TsOS PJAVEY NOT '04r, WTs40UI THE StsMATLFPC ARID ORCPrk RA-75fr, SAA, OF A Ro"A LICENSED
SOMYOR AND MAPPER'
LE6M AW A8&%W1XWM-
r I P -(*104D WON PWt AC U -;06140 CONCRETE MWIMENT R/W-RlrFN-Df-WAT (0) -OCED
I q -FOUND MON BOO F I' F =rfthtt D FLOOR ELEVATION P 3 = P"A" WOOK,
S R -SET ofyN ROD PO a, -PQIW OF SEGmNsic R/* 4 R1G.KT OF WAY (P)�PLO
S/W-SDFWAl'K ro'c -POINT OF r(AtMENCEWN, W/F'.WOOD FENCE '�Hl�v
5 P, K - SE I Nkt A rN,5K 0,11,-ORATE TOP INLET C'(" A.
-ct'lmsk Tos( FNO -F(ojND
A/C.Al4 CONNVONER OR-Cfr3CAL RECORD BOOK ESM T -EASEMENT (R)"ECOOD
-P--OVEX-iEAD PQWtq 0 0 =MEO SOOK ELEv, EUVATIO4 0
cw- PIVE
-7-0WRKA0 IRCI'liCt4E F,PK-&R--f0VftD WL f00 � O/W OWAY
Uk5 -14ASONRY PC P PERMEWNT CWRa, PqNr C 0 .040RD KAWNC TYP - TYPCAL
COK,-CONCAETE PC, -POINT Of CURVA%sRE RES-RESIDENCf (c)-c-AccurAtro
X-IWW-TYPICAL ELEVATION C M P CO;WFOATE0 AlEpiL P�pf P/A-P-013' PUMP AssrmfAlf
N/RMW nCOVERASLE R-CP a RE-Wofkcccs 1:0-40RETE P-"Oe W'/C-WIIWSS coEft
fwO-4�OUKO ME S -MITEWED END SECT"
'Aft" 'ice* FENCE P,R.M - PERMENENT RIEFEREKE VADNUME14T
F/W . ;1ELCIPRE FENcc, NICVO-AAT�W' OFOOER�' VIRTICAL WVU
FLOW ZOW COMICAM' This is to con,fy tsiat the properly sl'mwn horAon ToU
with Faood Zane as Per the Flood Iosi;roroce- Rote Mop,
Corrvr-4 Pone', r4v-bcr-----j21Q1CO293F
C&WM TO.
Gabrieft Kenney
Service Link
Mcago Titio kwuronce Co.
Lincoln Le"ng
I HERF8Y CERTfPY THAN THE SURVEY RE-PRESENUO HEREON MEETS THE -MINIMUM
If'CHAUCAt, STANVAROS-rOR tlknO SURVCYING IN rH- STArf Or FLORfVA.
CHAPTER ISC17-6, PLORWA ADWAOStRATIVE rODF
T1116
AEddieJn-& * uvlpv
n0ftA WWMVM W 53N CWVftoto of *WW40ffM- W I SW
. .. ... ......... ....... ...
P Jenk
4= ins
SURVEYING AND MAPPING, INC.
Hf"AY 41 NORTH — LAW 0 LAKES, !FL 34639
0
1,
PHONE (813) 948-2666 FAX (813) 435-1763