HomeMy WebLinkAbout08-7677
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT
7677
Permit Number: 7677
Permit Type: ADDITION/ALTERATION
Class of Work: 434-ADD/AL T RESIDENTIAL
Proposed Use: NOT APPLICABLE
Square Feet:
Est. Value:
Improv. Cost:
Date Issued:
Total Fees:
Amount Paid:
Date Paid:
Work Desc:
Address: 37402 TEABERRY LP
ZEPHYRHILLS, FL.
Township: Range: Book:
Lot(s): Block: Section:
Subdivision: WEDGEWOOD MANOR
Parcel Number: 10-26-21-0120-00000-0070
6,980.00
3/27/2008 Name: FREY, ALBA
97.50 Address: 37402 TEABERRY LP
97.50 ZEPHYRHILLS, FL. 33542
3/27/2008 Phone: 813788-9089
INSTALL IMPACT RESISTANT REPLACEMENT WINDOWS/SIZE FOR SIZE
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FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection
trips are necessary due to anyone of the following reasons: a) wrong address b) condemned work resulting
from faulty construction c) repairs or corrections not made when inspections called d) work not ready for
inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
The payment of inspection fees shall be made before any further permits will be issued to the person owning same
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing, consult with your lender or an attorney
before recording your notice of commencement."
/~-C~TU:E PERMIT OFFI
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Site:
GJ -R-/2I-eD /11J d1r2 .
J-c2.~-ol
~~~~~~:;
C;;~~~omeowner:
Date Received:
Permit Type:
Approved wino commenl1l'fJ Approved withe below comments: D Denied withe below commenl1l: D
This comment sheet shall be kept with the permit and/or plans.
3-c2h'D
Date Contractor and/or Homeowner
(Required when comments are present)
813-780-0020
City of Zephyrhills Permit Application
Building Department
Fax.813.780-0021
if 1~ 77
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)
Date Received
Owner's Name
Owner's Address I 3740) 'T'p::lnp-rY'Y L::lYlP
Fee Simple Titleholder Name I
Owner Phone Number
Owner Phone Number I
Owner Phone Number I
JOB ADDRESS
Fee Simple Titleholder Address I
I 37402 Teaberry Lane
IWedgewOOd Manor
SUBDIVISION
lOT#
PARCEllD#1 10-)h-) 1-0 1 )0-00000-0070
(OBTAINED FROM PROPERTY TAX NOTICE)
DESCRIPTION OF WORK
B
D
D
I TJ'1l)<=lc:t resi st<=lYlt rep18cement
I SQ FOOTAGE I I
NEW CONSTR
INSTALL
SFR
BLOCK
I
B
CJ
CJ
ADDIAL T
REPAIR
COMM
FRAME
D
D
D
OTHER I
STEEL 0
WORK PROPOSED
SIGN
o
MOVE D
DEMOLISH
PROPOSED USE
TYPE OF CONSTRUCTION
OTHER I
BUilDING SIZE
windows/size
HEIGHT I
for size
[D BUILDING
D ELECTRICAL
D PLUMBING
D MECHANICAL
D GAS
1$ $6,980.00
1$
1$
1$
D ROOFING
FINISHED FLOOR ELEVATIONS
I
I
I
I
CJ
AMP SERVICE
CJ
PROGRESS ENERGY
D W.R.E,C.
VALUATION OF TOTAL CONSTRUCTION
BUilDER
SIGNATURE
SPECIALTY D OTHER
FLOOD ZONE AREA DYES
iJD~ I
VALUATION OF MECHANICAL INSTALLATION
DNO
F-vn;OI Inc ~
FEE CURRENT
License # I CBC02321~
COMPANY
REGISTERED YI N FEE CURRENT ~
License #
COMPANY
REGISTERED YI N FEE CURRENT ~
License #
COMPANY
REGISTERED YIN FEE CURRENT ~
License #
COMPANY
REGISTERED YI N FEE CURRENT ~
License #
ELECTRICIAN
SIGNATURE
Address
PLUMBER
SIGNATURE
Address
MECHANICAL
SIGNATURE
Address
OTHER
SIGNATURE
Address
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) worning days after submittal date, Required onsite, Construction Plans, Stormwater Plans wi Silt Fence installed,
Sanitary Facilities & 1 dumpster; Site Worn Permit for subdivisionsnarge projects
Attach (3) 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) worning days after submittal date. Required onslte, Construction Plans, Stormwater Plans wi Silt Fence installed,
Sanitary Facilities & 1 dumpster. Site Worn Permit for all new projects. All commercial requirements must meet compliance
Attach (2) sets of Engineered Plans.
--PROPERTY SURVEY required for all NEW construction.
COMMERCIAL
SIGN PERMIT
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $2500, a Notice of Commencement Is required. (AlC upgrades over $5000)
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 (Front of Application Only)
Reroofs Sewers Service Upgrades AlC Fences (PloVSurveylFootage)
Driveways-Not over Counter if on public roadways"needs ROW
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/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of
use in existing buildings, or expansion of existing buildings. as specified in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of
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 I. the applicant, have been provided with a copy of the "Florida Construction Lien Law-Homeowner's
Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the "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 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. Wetland Areas and Environmentally Sensitive
Lands. WaterlWastewater 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 "V' unless expressly permitted.
If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida,
If the fill material is to be used in Flood Zone "A" in connection with a permitted 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.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOU MMENCEMENT.
FLORIDA JURAT (F.S. 117.03)
OWNER OR AGENT
Subscribed and swom to (or affinned) before me this
by
Who is/are personally known to me or has/have produced
as identification.
Notary Public
Commission No.
Commission No.
il',t,- Gloria Sue Dubiel
Nameof. ,a ~!'~~roo~69ue IJubiel
~~...,.,~~:: Expires April 9, 2010
")-,Il.~~,\'" Bonded Tro~ Fain -Insurance.lnc 800-385-7019
Name of Notary typed, printed or stamped
1111111111111111I1111111111111111111111111111111111111111111
20080417!5!5
Rept: 1168447
DS: 0.00
03/19/08
Ree: 10.00
IT: 0.00
Dpty Clerk
NOTICE OF COMMENCEMENT
"5~1;~~1"Ar2 :f~S;O fOUNT:,. C'iERK
, OR BK 7789 PG 1331
Permit No. #
-0070
Tax Folio/ParceIID:lO-:-26-21-0120-00000 State:
FL
The undersigned hereby gives notice that Improvement will be made to certain real property. In accordance
with Chapter 713, Florida Statutes, the following Information Is provided In the Notice of Commencement:
County:
Pasco
1. ~~sg~~~2g~P~~~~~I'tli~~cripti~n'f1' ~k,tfd~~e~fgo/4sst~~ilapl~R 3606 PG 261
AKA 37402 Teaberry Loop, Zephyrhills.FL 33542
2. General description of improvement:
Replacement Windows
3a. Owner name/address: Alba Frey
37402 Teaberry Loop, Zephyrhills. FL 33542
3b. Interest in property: Owner
3c. Name and address of fee simple title holder (if other than owner): N / A
4. Contractor- Qualifier Name and Address: Revco. Inc / Ellen M Johnson-Harlan
8306 Laurel Fair Circle. Suite #120, Tampa, FL 33610 813-740-1674
5. Surety - Name and Address: N / A
Amount of.tlor'1d: $
6, Lender - Name and Address: N / A
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as
provided by Section 713 .13( 1)( a) 7, Florida Statut!!!s!
N/A'
8. In addition to him/herself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as
provided in Section 713.13(1 )(b), Florida Statutes [Provide Name/Mailing Address]:
N/A
9. NoC expiration date (one full year from the date of recording unless different date Is specified):
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13,
FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY,
A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
3-12-08 ;
Date
STATE Of FLORIDA
COQJnty of 'Pasco
The foregolll1glnstrul"I,ent was acknowledged before me this 12th day of March
Al ba Frey (print name of person) ..
authority, e.g. officer, trustee, attorney In f.ct) for
behalf of whom Instrument was executed).
r-~~~"N.~
Notary Public Glor~a Sue lJubiel
, 20..2..~by
(type of
(name of party on
~'-;'~&''-l.i!~~ Gloria Sue Dubiel
i:1 '\~ Commission # 00538169
~'........~f Expires April 9, 2010
;:f,Sflt~ Bonclod Troy Fa.. .tnsura"t$'lhlyt385-7019
PeU"soll'ulIlly Known
-OR- Produced Identification FL Driver 1 s License
Verification pursuant to Section 92.525, Florida Statutes: Under penaltle. of perjury, I declare that I
have read the foregoing and that the fact. stated In It are true to the best of my knowledge and belief.
~ Prepared by: Sue Dubiel
~ ~ - Return to: Revco. Inc.
IgnatQJlI'e of I\latu~person Signing Above 8306 Laurel Fair Cir
R. Suite 120
Tampa. FL 33610
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Farabaugh Engineering and Testing Inc.
Project No. T133-06
Report Date: 4/13/06
~?EVIEVV DATE
No. Pages: 8 (inclusive) + Appendix
PERFORMANCE TEST REPORT
ASTM El996 / El886 LARGE MISSILE IMPACT TEST
(MISSILE LEVEL "C")
GORELL MODEL G5305
DOUBLE HUNG WINDOW
52"W X 72"H
FOR
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GORELL ENTERPRISES, INC.
1380 WAYNE AVE.
INDIANA, PA 15701
Prepared by:
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Paul G. FarabaUg)
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AP~
Daniel G. Farabaugh, P
DANIEL G. FARABAUGH, P.E.
.255 Saunders Station Rd,
Trafford. PA 15085
(412) 373-9238
cm~
401 Wide Drive · McKeesport, PA 15135
(412) 751-4001 · FAX (412) 751-4003
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Project No. T133-06
Page 2
PERFORMANCE TEST REPORT
Manufacturer:
Gorell Enterprises, Inc.
1380 Wayne Ave.
Indiana, PA 15701
Product Identification
Product Type:
Series/Model #:
Double Hung Window
G5305
Product Description
General:
Test sample was comprised of Gorell Model # G5305 Double Hung Vinyl (tilt loading type)
one over one window, with an overall master frame size measuring 52" wide X 72" high X 3-
l/4" deep. The frame comers were of welded mitered construction with one screw in bottom
comers. Each perimeter frame member hollows were filled with stirofoam pieces that
measured to be 7/16" X 9/16". The top sash measured 47-1/4"wide X 34-9/16" high. The
bottom sash measured 48-l/8" wide X 35-l/2" high. The sash comers were of welded
mitered construction.
Operators and Other Hardware:
Each sash had two sets of 3 constant force balance shoes. Two cam-type sweep locks were
attached to the bottom sash meeting rail with corresponding keepers on the top sash meeting
rail. One plastic tilt latch with thumb actuator was housed at each end of the top rail and
interior meeting rail of the bottom sash. One stamped steel (channel shaped) pivot bar was
fastened with (1) screw at each end of the bottom horizontal rails of the top and bottom sash.
Each sash had a lift rail with the top sash lift rail on the top rail and the bottom sash lift rail
on the bottom rail.
Glazing System:
The sash was interior drop glazed with 7/8" (nominal) thick insulated glass that was set on a
bead of Q'SO Q17 Instalam Laminating Adhesive around the perimeter of the glazing
(exterior). After the glass was set in place the entire perimeter side cavity ofthe glazing was
back sealed with Q'SO Q17 Adhesive. An exterior snap-in single leaf dual durometer rigid
vinyl glazing bead was us~d. The IG units were as follows:
1/8" DSB (exterior) / 1I~" \~tercept spacer / 1/4" (nominal) laminated glass (laminated glass
used two 2.7mm anneale~~~t~s w/ 0:060 PVB inner layer). The PVB inner layer was
manufactured by Dupont (as. given ~y the customer).
..,
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Project No. T217 -05
Page 3
Sealant:
Silicone sealant was applied to all the following:
1. Entire bottom of the sill to buck intersection.
2. Frame to wood buck intersection on exterior perimeter.
3. Exterior and interior wood stops to buck/frame intersection.
Anchorage:
The perimeter of the wood buck framing members consisted of2 X 12 Grade 2 S.P.F.
lumber. The frame was attached to the wood buck with #8 X 2-1/2" pph screws, 2 per jamb
each located at 4-1/2" from top and bottom. Wood stops (3/4" X 3/4") were located on the
interior and exterior perimeter of the frame and attached to the wood buck with 1-1/4" long x
18 ga. Brad nails located at 6" oc (nominal).
Procedure:
Test procedure was in accordance with "ASTM EI996-04, Standard Specification for
Performance of Exterior Windows, Curtain Walls, Doors and Impact Protective Systems
Impacted by Windbome Debris in Hurricanes" and "ASTM EI886-04, Standard Test Method
for Performance of Exterior Windows, Curtain Walls, Doors, and Impact Protective Systems
Impacted by Missile(s) and Exposed to Cyclic Pressure Differentials" and as provided here-
in. Plastic film and tape were used in the cyclic pressure test. In our opinion the tape and
plastic had no influence on the results of the test.
The impact test was performed at Missile Level "C". Per ASTM EI996-04, Missile Level
"c" qualifies for Basic Protection of an assembly elevation less than or equal to 30 ft. in
height for Wind Zone 2. (Wind Zone 2 is defined as the Basic Wind Speed greater than or
equal to 120 mph and less than 130 mph at greater than 1 mile from the coastline.)
"1
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Project No. T133-06
Page 4
ASTM E1996-04 I E1886-04
LARGE MISSILE IMPACT TEST
(MISSILE LEVEL "e")
TEST DA TE: 3-8-06
TEST SPECIMEN # : A
SPECIMEN: GORELL G5305 DOUBLE HUNG WINDOW
MANUFACTURER: GORELL
LENGTH OF MISSILE: 44"
WT OF MISSILE & SABOT: 4.4 LB
MISSILE LEVEL C, IMPACT SPEED = 40 FT/SEC
IMPACT LOCATION: BOTTOM RIGHT CORNER OF GLASS, 6" FROM SUPPORTS
BOTTOM SASH
MAX DEFLECTION: 2"
PERMANENT DEFORMATION: 1.0"
RESULTS: DEFORMA nON OF GLASS; NO PENETRATIONS
"1
Project No. T133-06
Page 5
ASTM E1996-04 / E1886-04
LARGE MISSILE IMPACT TEST
(MISSILE LEVEL "C")
TEST DA TE: 3-28-06
TEST SPECIMEN # : B
SPECIMEN: GORELL G5305 DOUBLE HUNG WINDOW
MANUFACTURER: GORELL
LENGTH OF MISSILE: 44"
WT OF MISSILE & SABOT: 4.4 LB
MISSILE LEVEL C, IMPACT SPEED = 40 FT/SEC
IMPACT LOCATION: TOP LEFT CORNER OF GLASS, 6" FROM SUPPORTS
BOTTOM SASH
MAX DEFLECTION: 1.5"
PERMANENT DEFORMATION: 0.6875"
RESULTS: DEFORMA nON OF GLASS; NO PENETRA nONS
".1 .
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Project No. T133-06
Page 6
ASTM E1996-04 I E1886-04
LARGE MISSILE IMPACT TEST
(MISSILE LEVEL "e")
TEST DATE: 4-4-06
TEST SPECIMEN # : C
SPECIMEN: GORELL G5305 DOUBLE HUNG WINDOW
~NUFACTURER:GORELL
LENGTH OF MISSILE: 44"
WT OF MISSILE & SABOT: 4.4 LB
MISSILE LEVEL C, IMPACT SPEED = 40 FT/SEC
IMPACT LOCATION: CENTER OF GLASS, BOTTOM SASH
MAX DEFLECTION: 2.25"
PERMANENT DEFORMATION: 1.75"
RESULTS: DEFORMATION OF GLASS; NO PENETRA nONS
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Project No. T133-06
Page 7
ASTM E1996-04 / ASTM E1886-04
CYCLIC WIND PRESSURE LOADING
Test Dates: 3-8-06 thru 4-4-06
Design Pressure (Pmax) = 50 psf
Cycle Period = 1 to 5 sec.
I dAf P
nwar C IO!!. ressure
Range Test Pressure (pst) Number of Cycles
0.2Pmax to 0.5Pmax 1 0 to 25 3,500
O.OPmax to 0.6Pmax o to 30 300
0.5Pmax to 0.8Pmax 25 to 40 600
O.3Pmax to 1.0Pmax 15 to 50 100
Outward Actin!!. Pressure
Range Test Pressure (DSt) Number of Cycles
O.3Pmax to 1.0Pmax 15 to 50 50
0.5Pmax to 0.8Pmax 25 to 40 1,050
O.OPmax to 0.6Pmax o to 30 50
O.2Pmax to 0.5Pmax 10 to 25 3,350
Specimen Results
A Pass
B Pass
C Pass
Conclusion
The above results were secured using the designated test methods and they indicate
compliance with the performance requirements (Missile Level C) of the referenced
specification. This report does not constitute certification of this product, which may only be
granted by the certification program administrator.
1. .
i
. .
Project No. T133-06
Page 8
APPENDIX
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