HomeMy WebLinkAbout23-5820--------- --
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5335 Eigh�h Street
Zephyrhills, FL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021
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Ei,
BGR-005820-2023
Issue Date: 04/04/2023
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
PE IT OFFICE
MONTHS WITHOUT APPROVED INSPECTION
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received Ph.. �C..tct fo�,P.rmltt.l.
Owner's Name Paul &Mica DeSabefino Owner Phone Number 727-868-5504
Owner's Address 5i9�63MOrSe �WiIIOW Ct.::Z:e ��Yftlll$, F� :Ph L 33541 Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
W7—
JOB ADDRESS [:35963 =Morse ,low =Ct. Z:eP:hy=rhiIIS=,FL =335=41 LOT #
SUBDIVISION [:S=ilverado PARCEL ID# 32-25-21-0050-01600-0090
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTRF--1 ADD/ALT SIGN DEMOLISH
ffJ INSTALL 0 REPAIR
PROPOSED USE EK] SFR 0 COMM OTHER
TYPE OF CONSTRUCTION = BLOCK 0 FRAME STEEL
DESCRIPTION OF WORK I In -ground gunite swimming pool, acrylic deck, Tooter, related plumbing and equipment.
BUILDING SIZE [1:2:�X=29POOL :] SO FOOTAGE 322 F HEIGHT
[:X:]BUILDING
VALUATION OF TOTAL CONSTRUCTION
EK]ELECTRICAL
2,500
®PLUMBING r3,5=00
=MECHANICAL
=GAS ROOFING EJ
FINISHED FLOOR ELEVATIONS E=
AMP SERVICE PROGRESS ENERGY = W.R.E.C.
VALUATION OF MECHANICAL INSTALLATION
SPECIALTY =
FLOOD ZONE ARE
BUILDER COMPANY
SIGNATURE REGISTERED
Address 56268 _ScenicDdve_Port R"ey, FIL 34668
ELECTRICIAN COMPANY
SIGNATURE REGISTERED
Address �10105 �Hudson Hudson H�,d�qn, 17��_,�4669��
PLUMBER COMPANY
SIGNATURE REGISTERED
Address P10208"icenic Drive Pork �RicheV, FL �34668�
J
, �
OTHER
A =YES NO
77National Pools of Pasco, Inc.
7777
YIN FEE CURREN YIN
CPC1457034
License #
Shore Commercial, Inc.
License #
National Pools of Pasco, Inc.
YIN FEE cuRREN YIN
License# [:C:PC:1:4=57034=
ANE
MECHANICAL COMPYREGISTERED �FE. �.EN���
SIGNATURE E=�
Address F_ License # r
OTHER COMPANY
SIGNATURE F REGISTERED [:��YIN �FEErllmIENY
Address License#
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction,
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & I 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 w/ Silt Fence installed,
Sanitary Facilities & I dumpster, site Work Permit for all new projects. All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets of Engineered Plans.
'***PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $2600, 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
813-780-0020 City of Zephyrhills Permit Application Fax-81 3-780-0021
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 contractors) 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 IMPACTIUTILITIES 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'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with
all applicable laws regulating construction, zoning and land development, Application is hereby made to obtain a permit to do work and installation as
indicated, I certify that no work or installation has commenced poor to issuance of a permit and that all work will be performed to meet standards of all
laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I
understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I
must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment,
01M
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 "X 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 pennit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, after, 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.
I lrmA lilats Awl M te 1#1 j ILJ agori g J, 1 .1 iiji KAWM I I magilla 4 -.,1 WM t"Llql
OWNER OR AGENT
Sscri ad nrd.� sworn to (or affirmed) before me this
4 �" 3 by_J
il.re as
no S/a personally known t me or has/have produced p� 'a 0 Y - �72Z Jy identification.
Notary Public
Commission No.
J A k, cA
Name of Notary typed, printed or sta
has/have produced
as identification.
Notary Public
Public
C-mMt--t_ A,
Name of -Notary typed, printed or stamped
Notice to Local Building Official
For Private Provider Services
l. PS553.79l(4)(a) Job tobeperformed:
Location of Job: A
Private Provider to Perform: Plan Review El Inspections Eg"
2. �)Prtivate ]Pro Lam-8@1083
i :o:n 1pnrs ection
1324 Seven Springs Blvd
New Port Richey, Florida 3465
727-514- I52
rune]eno89ici.wmrk
RuneLeno: Certified Building Code Administrator- 8UlO83
Certified Building Plan Examiner- PX12Bl
Certified Building Inspector, 8ui|dimg,1&2Family -8N22D4
Certified Building Contractor- CBC 047789
Construction Pros Insurance LLC
PO Box 186
San Antonio, FL 33576
Policy Number UDC- 203056-CGL-I2
I have elected to use one or more private providers to provide building code plans review and/or inspection services on the
building orstructure that ixthe subject cfthe enclosed permit application, asauthorized bys.553.791,Florida Statutes. |
understand that the local building official may not review the plans submitted or perform the required building inspections to
determine compliance with the applicable codes, except to the extent specified in said law. Instead, plans review and/or
required building inspections will be performed by licensed or certified personnel identified in the application. The law requires
minimum insurance requirements for such personnel, but I understand that I may require more insurance to protect my
interests. By executing this form, I acknowledge that I have made inquiry regarding the competence of the licensed or certified
personnel and the level of their insurance and am satisfied that my interests are adequately protected. I agree to indemnify,
defend, and hold harmless the local government, the local building official, and their building code enforcement personnel from
all claims arising from mV use of these licensed or certified personnel to perform building code inspection services with respect
^~ the building ~~^'~~~~'e that '~^h�~~ of the enclosedperm|tappUcabon .
�
6/2
_77
Signed
Date:
AII& DUKE
RGY,
WR # 48496620
National Pools
jenna@nationalpools.net
Subject: 35963 IV ORSE WILLOW CT
Dear Jenna Wright:
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.
I I I M�i I r�
11 1 1 1#
m�
Ryan Flaherty
Project Coordinator
Duke Energy Florida, LL(': 4121. Saint Lawrence Dr, New Port Richey, F1, 34653
OPTIONAL 12V LIGHT
W;TRANS. %x' BRASS
OR PVC (SEE NOTES)
SWIM CR3LOR LADDER.
REQUIRED D (GRl '8 CU)
WHERE DEPTH OVER
5 DLEI (SEE NOTES)
FLOW THRU SPA
NO SKIMMEiR
SKIMMER
NO LIMITATIONS TO
SHAPE EXCEP F FOR
DIVING'
E',NCRY REQUIRED
(SEE NOTES)
TYPICAL OR.. FOR i= 3
REBAR- Z OUT WITH
8 CI7 TO PUMP
I RAIL OPTIONAL
GENET AL POOL PLAN
N.T.S.
W A'TER. —�
LINE
EXCEPTION:[ LOPE AND
FLOATS INSTALLED IF
LESS THAN 4'-6"
3 Max.
2 >"Nfin FXCEPTFOR
SLOPING ENTAILS. T-D" Max.
7 M&Y-
1� _
OPTIONAL, DECK W/
I %" PITC11LN I0'
SEE'NSPI 5 RE
HANDHOLDS
0
j P" M&,
Ruda 1
11.0° Max.
8' Min. TO SLOPE CHANGE,
POOL SECTION DETAIL
SB836, 6-20-07 ; . BONDING AND GROUNDING SYSTEMS FOR SWIMMING POOLS THE, USE O FOR BO G z „J' � ; a
AN UNDERGROUND BONDING CONDUCTOR MADE OF r8 AWG E
COPPER WIRE BURIED TO A MINIMUM DEPTH OF 4 INCHES TO ;I
SUBGRADE, AND 18 TO 24 INCHES FROM INSIDE WALL OF A S L, OR
SPA, IS DEEMED A PERMISSIBLE ALTERNATIVE I RNATIVE OR EQUIVALENT TO COMP/ IANCL Zj
WITH s. 680.26(c} OF 1'iFE NATIONAL, LLECiRICAL CODE.:
PAVERS OR 4" DECK
FOOTING 3,000 psi {Min-) CONC DECK FINISH
OPTIONAL W/ 43 BAR, 30" O PER CONTRACT
OR FIBER MESH (NON -SLIP)
grr �
8' X 8" FOOTING BEAM & 7' BAR
W/(2) 43 BARS OPTIONAL
8:
OR (1 ) 45 BAR
6" Nfin. WALL & FLOORTHICKNESS 3,000 psi (MIN.) CO NG fE3 BARS ON
12' CENTERS EITHER WAY, TIE ALT ItiT'ERSE-CTIONS 15" MIN. OVERLAP
2' .W.A COVERAGE ON STEEL W/CONC. I'O AST,kI A15. A16- AST M A30-5
Structural subject to suitable soil conditions.
POOL FINISH
PER CONTRACT"
FLvzsx 3/$"
MARCITE OR
EXPOSED
AGGREGATE
POOL/SPA, DE,C��I�TT, (SEAM, WALL ,, FLOOR
l�. 1 .S.
RAIL
SKIMMER
INDEPENDENT
FILTRATION SYSTEM
STEPS OPTIONAL
CIRCULATION
LINE.
BEAM NOTCH -OUT
OR CUT-OUT FOR SKIMMER
SKIMMER,
> MAIN DRAIN REQUIRE
(TAMPER PROOF; SEE `,OIFS)
> LRiHT(NG & BOIN`DLNB SAME IS
POOL
> NO LIMITATIONS ON SHAPE
GENERAL SPA PLAN
----- -----------
N.T.S.
3" MIN, STEEL COVERAGE
\_POOL SHELL
STEEL #3 BAR @ 12" O.C.ENV
BEND REBAR AROUND
SKIMMER NOTCH -OUT FOR
CONTINUOUS BEAM
(2) #3 BARS
STEEL AT SKIMMER BEAM DETAIL,
N.T.S.
FLORIDA BUILDING CODE R4501
Till: POOL CONTRACTOR IS RESPONSIBLE, FOR
FURNISIIING ALL, DETAIL DESIGN REQUIREMENTS
FOR EACI INDIVIDU Al. POOL. IN ACCORDANCE; WITH
THE FLORIDA BUILDING CODE, AND ALL
CONSTRUCTIONSHALL I MEET ALL APPLICABLE
CODES FNCF,UDING I I LMBFNG, ELECTRICAL, AND
GAS. PIPING SHALL BE SCH. 40 PVC, NSFpw, MAX.
PRESSURE VELOCITY IO FPS, SUCTION 6 FPS.
THE POOL., PLAN SHALL, SHOWTHE DESIGN
PLUMBING AS PER THF, SAMPLE WITH "THE
INFORMATION REQUIRED SIIOWN. MAPS DRAIN
PLUMBING SHALL BE TWO DRAINS SEPARATED BY 3'
WITIIAPPROVED ANSI/ASME A112.I9.8.2009 COVERS. AS
AN AI.; I'E>RvAI'E THE APPROVED DRAINS MAY BE
PLACED ON DIFFERENT PLANES. THE TWO DRAINS
SHALL HAVE A COMMON SI CTION LINE. SUCTION
ION
GRATIS MAY BE USED IF APPROVED AT A MAXIMUM
OF I Yz FPS AND THE SUCTION PIPING IS RECESSED
SSED
FROM "THE CRATE 7 HEDIST �A\CE EQUAL, `F'O `TILE
SUCTION PIPE SIZE. SKIMMERS DO NOT REQUIRE
PROTECTION CTION AND
MUST BE DESIGNED I'OR A MINIMUM 25 gpm.
THE FOLLOWING SHALL BELABELED WITH
LABEL MARKER TAIL AT THE FILTER LOCATION_
PIPES, VALVES, PUMPS) OFFSWITCH,
ELECTRICAL RE QUIREMI ENTS:
-WIRING AND BONDING AND AI,L, ELECTRICAL TO
COMPLY WITH CHAPIER 27, FLORIDA BUILDING CODE
7TII EDITION -RESIDENTIAL, :AND NEC 2017.
-NO OI 71/'LET OR OVERHEAD POWER WITHIN IO' IF
WITHIN 15' PROTECT BY G'FI, TRANSFORMER MIN. I(T
FROM POOL,, 8" ABOVE, WATER, I BOX T FROM POOL,
BRASS TO T BOX OR TRANSFORMER WHICH EVER IS
FIRST EXCEPT WHERE PVC IS APPROVED.
SAMPLE ONLY. EACH APPLICATION FOR PERMIT SIIAL,L,
BE BASED ON A "I C ITAL DYNAMIC I IFAD OF 60 It,
Determine System Flow Rate:
Minimum Flow Rate Required: 35gpm per skimmer (Required: I Skimmer per 800 sf)
Pool Volume: 500 sq. ft x_ _ 4 _ ave depth x 7.481 gal/cf 15-000 gallons
Turnover Time in Hours 6 hours x 60 min/hr — 360 minutes
Flow Rate_ 15,000 gallons/ 360 minutes
PIPE SIZING CHART (VLAMMLN)
PIPE SUCTION PRESSURE
1 `/2" 35 GPM 65 L}PM
2" 60 105
2 Y, 90 147
3" 135 230
4" 235 396
FORPOOLS i5TT13 VOLUME=15,040 GAT,S.
PUMP_ STARTLE P6E6DL OR HAYWARD SUYERII
%4 HP 42 GPM W TURN
TURNOVER. RAJT = 6 HOURS = 360 MINS.
FILTER. STARI'IT PTM 50 -U GPM OR
HAYWARD C751 75 GPM CAPACITY
MAIN DRAIN. HAYWARD W61048E
CLEANER IIAYWARD VAC LOC
MAIN SUCTION PIPE SIZE 2"_
SKIMMER SUCITON PIPE SIZE 2"
I �
CLEANEICYAC PIPE SIZE 12
RETURN SliCITON PIPE SIZE 112,E
SPECIAL SPA REQUIREMENTS:
-MAXIMUM WATER DEPI-11 T, MAXIMUM SEAT DEPTH
28", MAX.
FLOOR SLOPE E 1:12
STEPS MIN TREAD 10" X 12' 7 MIN. RISER, 12" YfAX-
RISER EXC k PT TI IE BOTTOM STEP MAY BE, 14' IF IT IS
THE SEAT. INTERMEDIATE' "I READS AND RISERS TO
BE UNIFORM. IF THE SPA IS OPERATED
INTERMITTENTLY IT SHALL L I LAVE A ONE HOUR
TURNOVER, R, IF CONTINUOUS A SIX HOUR TURNOVER.
-MAXIMUM I I MPERAi1RE 104 DEGREES.
-MEET ANSI/NSPI ARTICLE XVIL SAFETY
INSTR;CTION/SAFETY SIGNS.
-PRESSURE, TESTPIPING AT 35 PSI FOR 15 MINUTES OR
MEET LOCAL CODE IF GREATER.
GENERAL DESIGN REQUIREMENT S
-DESIGN, C O\STRUCTIOt, AND WORKMANSHIP
SHALL BE IN CONFORMFTY WITH THE
REQUIREMENTS OF APSPACC 3, APSP/ICC 4, APSP/ICC 5,
AND APSP/ICC 6 AND APSPACC 7 BASED ON THE
POOh TYPE-
-SEE NSPI FOR DIVING WATER ENVELOPES,
-SLIDES SHALL MEET THE MANUFACTURE'S
INSTALLATION REQUIREMI -1 S.
-ALL POOLS WIlETHER PUBLIC OR PRIVATE SHALL BE
PROVIDED WITH A LADDER OR STEPS I' THE SI [ALLOW
END WHERE THE WATER ER DEI 1'H EXCEEDS 24 INCITES (610
MM). IN PRIVATE POOLS WIIFRE WATER DEPTH EXCEEDS 5
FEET 0524 MM) THERE SHALL BE LADDERS, STAIRS OR
L-' DERW 1 TI R BENCHES/ swim -ours IN TI IE DEEP END,
WHERE M AINITACTURED DIVING EQUIPMENT IS TO BE
USED, BENCHES OR SWIM -OUTS SHALL BE RECESSED OR
LOCATED IN A CORNER.
-CIRCULATION SYSTEMS, COMPONENTS AND
EQUIPMENT SHALL COMPLY WITH NSF 50.
-THE MAXIMUM TURNOVFR RATE IS 12 HOURS.
-FILTERS SHALL HAVE AN AIR RELEASE AND
PRESSURE GAGE
PUMPS 31I1` AND LESS SHAI I i1E,ET A\SIIULI081
CORROSION RESISTANT WITH STRAINER AND MEET
THE REQUIRED FLOW.
-SURFACE SKIMMERS SHALL MEET NSF 50 AND
"THERE SHALL BE ONE FOR EVERY 800 SQUARE FEET
OF SURFACE AREA.
-APPROVED MANUFACUTRED INLET FITTNGS FOR TIFF.
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 CONSTRLC LED TO
INSURE AN ADEQUATE SEAL TO THE POOL STRUCTURE
AND SHALL INCORPORATE A CONVENIENT MEANS OF
SEALING FOR PRESSURE TESTL'N'G OF THE POOL
CIRCULATION PIPI G W HEN MORE THAN ONE INLET IS
REQUIRED THE SHORTEST DISTANCE BETWEEN ANY TWO
REQUIRED INLE'CS SHALL BE A I LEAST 10 FLF3T (3048 MM).
-HEATER SHALL MEET ANSI-Z21.56 OR UL 1261 OR
UL 559.
-DISINFECTANT EQUIPMENT SHALL COMPLY WITH
NSF 50.
-PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUETS OR
MEET LOCAL CODE IF GREATER.
-RESIDENTIAL SWIIvLMING BARRIER REQUIREMENTS TO
MEET SECTIONS 4501.1.7
-WASTE DISPOSAL TO COMPLY WITH SECTION 451.2.10
R403.10 (MANDATORY)
POOLS & PERMANENT SPA F'NERGY CO\SLMPIION
- THE ENERGY CONSUMPTION OF POOLS AND PFRMANE'ST
SPAS SHALL BE IN; ACCORDANCE WITH SECTIONS R40T.IC I
THROUGH R403105.
IT HAS BEEN CERTIFIED THAT THESE DESIGN
REQUIREMENTS ARE IN COMPLIANCE WITH THE
FLORIDA BUILDING CODE 7TH EDITION, R4501,A SU Sr/ CC 3
AN
SI/APSP/ICC 4, ANSI/APSP/ICC 5 AND ANSFAPSP/ICC o AND
ANSI/APSPACC 7, ANSI/APSP/ICC 14, ANSUAPSPIICC 15,
U)
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BOUNDARY & AS -BUILT SURVEY
DES CRIP-11ON: (AS FURNISHED)
LOT 9, BLOCK 16, SILVERADO RANCH SUBDIMSION PHASES 108 AND 11C
AS RECORDED IN PLAT BOOK 82, PAGE(S) 72 — 75, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA.
RR
I
TRACT 8
COMMON AREA (PRIVATE)
8 '58 s 8 1., E 6 .00'
MNIL MCE
P oo I
30"r
ONE STORY
CONCRM BLOCK
RESIDENCE
q
RNISHED FLOOR
ELEVAMON-13L70'
53- COVERED
ENTRY
3' IM31
,20,0'
3' C
SET Nllg�_
kND " , I ! 1 11Y PUE
EOM OF
WALK IS
65
RGE OF
WAL, IS
0.1's
I all S
EBE�
CLP
CIP
2' MIAMI CURB
CENTERUNE OF
RtGHT-0t!AY`-_,,
+
L11:07'
2 2f L
P!
+
N
ADDRESSm (REFRERS81EARING)
35963 MORSE WILLOW COURT
ZEPHYRHILLS, FLORIDA 33541 MORSE MLLOW COURT
FOR THE BENEFIT AND
TRACT D
PRIVATE
RIGHT OF, WAY WIDTH VARI
EXC-LUSfVE-USE-OF:----oHr-Tila—(IrFL—oR—la-A.—INc--
-------
III MORTGAGE COMPANY LTD.
Ishii TITLE INSURANCE COMPANY
PAUL JOSEPH DESABEIINO
'64 *
21!tgg MICA MICHELLE DESABETINO
NOTES:
1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD
VERIFIED, INCONSISTENCIES HAVE BEEN NOTED ON THE
SURVEY, IF ANY.
2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND
INP
ON 06-22-22, UNLESS OTHERWISE SHOWN.
3, THE SURVEYOR HAS NOT ABSTRACTED THE LAND LEGEND: @
RIGHT OF WAY LINE LOA
OR U E OF THE LAND. DRAIN FLOW
= CONCRETE
CBW CONCRETE SLOCK WALL
CNA CORNER NOT ACCESSIBLE
CID CONCIIETE PAD
CS CONCRETE SLAB
c CONCRETE WALK Y M 4AOEMT A(�EN
F.I.RX FLOOD INSURANCE RATE MAP
ID IDUMFICATION
Le UCENSED BUSINESS
LS LICENSED SURVMR
D&UE ORAtNAOE & UTILITY EASWENT
POE PRIVATE DRAINACE EASDA04T
PUE PUBLIC URUTY EASEMfNT
NA'vD NORTH AMERICAN VEROCAL DATUM
4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED.
5. BUILDING TIES SHOWN HEREON ARE NOT TO BE USED
TO RECONSTRUCT THE BOUNDARY LINES.
6. ELEVATIONS ARE BASED ON PASCO COUNTY
BENCHMARK III P 678 . ELEVATION 99.82' NAVD 1988
DATUM.
7,TREES SHOWN HEREON WERE IDENTIFIED AND POSITIONED
BY THE CLIENT AFTER THE COMPLETION OF THE
LANDSCAPING, AND NOT BY THE SURVEYOR AT THE TIME
THAT THIS FINAL SURVEY WAS PERFORMED IN THE FIELD
ON 06-22-22
q�Wllwlf we ifflim
BEARING SIS:
KARR= SHOWN HEREON ARE BASED ON THE CENTEIRLINE OF MORSE
PILLOW COURT SONG N89'WSWW. PER T.
FIELD DAIL-) 09-01-21
scmir. _r = 30 FEET
APPROVED BY'
405 NO, 200648 LOT 9, BLOCK 16
DRAMIN BY: RMS
PG
Pt
PK
POC
POL
PRC
PRM
PSM
PT
S/wSO� Ft
RP
lip
ED
INV
WS
FOUND NAIL AND DISC
LO #6393
s.
MINISTIRAHVIs X)t P SUANI IV UM"""
A
Digitalty signed by James W
8DIefftan
DMCr�JameskMfiofefnan,
0�-Ansedcan Sutveyinq
�Mapping, ou-Protesslonal Land
'n-ey
I.A
FOR
Date.,2022.063008:07.46-04�W THE
JAMES W. BOLEMAN PSM# 6l
THIS BOUNDARY As AS -BUILT SURVEY IS
V47HOUT THE AUTHE"C ELECIRONIC SIGN
IHI� AU1HENl1C ELECTRONIC SEAL OF A
SPECIFICATIONS NOT INCL
1. CONCRETE CONSTRUCTION
2. Interior WET EDGE
1 Filter CARTRIDGE 150
4. Pump VARIABLE SPEED
5. Sanitizer SALT
6. Return Lines
7. Main Drain / Side Drains
& Maintenance Equipment
9. Start -Up Chemicals
10. Deck Type ACRYLIC
11. Deck Raised Per Plan 42 LF + 18" RAISED WALL
11.
12, Deck Drain 43 LF
_Y3. Deck Footer 92 LF
KU77
EX
14. Finish Patio Grade 0-0
15. Retaining Wall
16, Waterline Tile Supplier
17. Cap Tile
Grout Color Supplier
X
18, Electrical Work
19. LED Light 2 COLOR LED LIGHTS W/ SWITCHT
20, Swimout / Bench YES PER PLAN
_21711andrail
X
22. Spa 6'X 6' Raised +18" Jets
23. Spa Valve AUTOMATIC
24. Waterfall
X
25. Water Feature
X
26, Automatic Pool Cleaner
X
27. Dedicated Line with Valve STUB
28. Heat Pump Size 136,000 BTU
29. Gas Heater
X
30. Remove Dirt from Site
31. Extra Fill
X
32. Screen Enclosure
X
33. Screen Color
X
34. Screen Roof Type
X
35. Screen Doors
X
36. Elite Roof
X
37. Safety Feature 7 ALARMS
38. Survey - Drainage REQUIRED
-'39. Survey - Final As Kilt
40.
40. 6'6" X 7' SUNS:HELF W:ITH2 UMBIRELLA HOLES
41�
42�
43.
44�
45�
Customer Information
f4ame. Paul & Mica DeSabetino
Address: 35963 Morse Willow Court Zephyrhills 33541
Phone: 813-479-8086
Email: - micabradford@hotmaii.com
Tub(fivision. Silverado
17
6'6" HELF
WITH 2
UMBRELLA HOLES
UNIONM
NOTES
SUNSHELF: 46 SF
Pool Depth Profile
®1 516"
The signing of the plans by the purchaser indicates that he/she has a full understanding of the
information shown on this pool print and that each of the items on this print has been fully
explained to his/her satisfaction,
Customer Signature Date
Customer Signature Date
M
DETAILS
SFP
398 SF W/ SS
PER
88 LF
GAL
388 SF DECK
194 SF
VORCH TOP
GAL
14,000
TE: 2-16-2023
MAP OF RESIDENCE
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