HomeMy WebLinkAbout07-7208
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT
7208
Permit Number: 7208
Permit Type: ADDITION/ALTERATION
Class of Work: 434-ADD/AL T RESIDENTIAL
Proposed Use: SINGLE FAMILY RESIDENTIAL
Square Feet:
Est. Value:
Improv. Cost: 7,200.00
Date Issued: 11/19/2007
Total Fees: 105.00
Amount Paid: 105.00
Date Paid: 11/19/2007
Work Desc: WINDOW REPLACEMENTS 6
Address: 39449 8TH AVE
ZEPHYRHILLS, FL.
Township: Range: Book:
Lot(s): Block: Section:
Subdivision: CITY OF ZEPHYRHILLS
Parcel Number: 12-26-21-0310-00000-0600
Name: MCGILL, PEGGY
Address: 39449 8TH AVE
ZEPHYRHILLS, FL. 33542
Phone:
IMPACT SIZE/SIZE
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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
ore ing your tice of commencement."
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TURE PERMIT OFFI
IRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
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111111'11111 1111I1111I11111 "'"1111' 1111I 11111'1111 11111111
2007189761
-NOTICE OF -COMMENCEMENT
-
Rcpt: 1142849 Rec: 10.00
DS: 0.00 IT: 0.00
11/16/07 __ Dpty Clerk
Permit No.
Tax Folio No. l~ ~{., ~\ o3l0 O~ U600~
ii91;~'J"'2: f~O fOUN~~ C~ERt<
OR Bf( 7691 PG 509
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Section
713.13 of the Florida Statutes, the fOllOwing information is provided in this NOTICE OF COMMENCEMENT.
l.Doso';ption of prop"", (legal descrqnio.j, "''"\ "'* ~ V ".t-~cp&!(.. Pt;> ~ lor (;J 9(t:5 33'1 ft; 11"Jif
. . a) Str"" (iob) - q ~ <r c YCt> ~ 2..pr~; _ ~.3 3-<<;<HiI'--. .:
. 2oCkn=1 d""'.ption of unprovements, ~'''''...... LE!1~ .
3.0wner Information 1) L e.
a) Name and address: Ie; G1t1..-, . M-6,1{ ~q'-f'f<1 'Btl ftVE. z.
b) Name and address offee SImp e titleholder (if other than owner) f'!J i A-
c) Interest in property ()I..JI\A'=:"-R..
o actor Information
a) Name and """'= 01'..^ L t2c.0. '^'-.: :r1'3.3 M '1'" ~ .... Q c,a. c, €A .(3~'H",
b) Telephone No.: -Z.;l~L~!:) ~'1~ Fax No. (Opt.)
5.Surety Information
a) Name and address: ~ \ !'It
b) AmoWlt of Bond: ~
c) Telephone No.: =~ Fax No. (Opt.)
6.Lender
a) Name and address: ~ t i\
- . =- Phone No.
7, Idontity of"",,,,,, within the State of Florida dooign.ted by OWOe< upoo whom noti,os or oth", dooumonts ~y be """ed,
a) Name and address: _.~
b) Teleph~ne No.: = Fax No. (Opt.)
8Jn addition to himself, own", dosignalos the followiog ""'''''' to '"Olve a "'py of the Lionor', Noti'" ., provided 10 Section
713.I3(1Xb), Florida Statutes:
a) Name and """""", . ,.
b)Telephone No., . . Fax No. (Opt.) . .
9.Exptration dale of Notion of Common""""" (tIo. """'00. date" 0.. year from the date of r"orwag .al... a differ.., dare
is specified):
W ARNlNG TO OWNE){, ANY PAYMENTs MADE BY TIlE OWNER AFTER TIlE EXPIRATION OF TIlE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPRO.\'ER PAYMENTs UNDER ClIAPTER 713, PART I, SECTION 713.13,
FLORIDA STAnITEs, AND C.AN IlESULT IN YOUR PAYING TWICE FOR IMPROVEMENTs TO YOUR PROPERTY.
ANOTlCE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE TIlE FIRST
INSPECTION. IF YOU INTEND TO OIiTAIN FINANCING, CONSULT YOUR LENDER OR AN AlTORNEY BEFORE
COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. .
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STATE OF FLORIDA
COUNTY OF PINELLAS
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Type of Identification Produced
(Da~e of ~~tJC5?~I~. ~flVhom insn:riIent
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NotaryS~tu~ ~.L-. . .
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Name (print) .
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attorney in fact) for
Personally Known _ OR Produced Identification ~
Vttifioafio. P"""ant to Seotion 92.525, Florida Statu"'. Unde'l,enaltios of p<>jury, I deel.,.. that I bave 'cad the foregoing and that
the facts stated in it are true to the best of my knowledge and bell .
FORMSINOC,lVsdZ007
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Contractor/Homeowner:
Date Received:
Site:
Permit Type:
Approved wino comments:,
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
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Approved withe below comments: 0 Denied withe below comments: 0
This comment sheet shall be kept with the permit and/or plans.
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Date Contractor and/or Homeowner
(Required when comments are present)
813-780-0020
City of Zephyrhills Permit Application
Building Department
Fax-813-780-0021
Owner's Address
Fee Simple Titleholder Name I
Owner Phone Number
Owner Phone Number I
Owner Phone Number I
Date Received
Owner's Name ~
Fee Simple Titleholder Address I
\3 9L-{~Cj <B tl A \9<-
ISuNSeT ESTATES I
JOB ADDRESS
LOT #
CoO
SUBDIVISION
PARCEL 10# 1\ d.- J. ~ d \ V3} 0 awo ObO 0 )'
(OBTAINED FROM PROPERlY TAX NOTICE)
WORK PROPOSED
D NEW CONSTR D AD DIAL T ~ SIGN 0 MOVE 0
D INSTALL D REPAIR
PROPOSED USE 0 SFR D COMM 0 OTHER
TYPE OF CONSTRUCTION 0 BLOCK D FRAME 0 STEEL 0 OTHER I
I~\A' + ~~W ( l-, ) vJlAJ()OW~", Size.. -for5/U' (::C-MOAGT)
I SQ FOOTAGE I I HEIGHT I I
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DEMOLISH
DESCRIPTION OF WORK
BUILDING SIZE
.11I-
BUILDING
lltlullnllllllWM..-
o
1$
o ELECTRICAL 1$
o PLUMBING 1$
o MECHANICAL 1$
o GAS 0
FINISHED FLOOR ELEVATIONS I
--::; d.. 00
1
VALUATION OF TOTAL CONSTRUCTION
ROOFING
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AMP SERVICE
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PROGRESS ENERGY
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WRE.C.
VALUATION OF MECHANICAL INSTALLATION
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SPECIALTY 0
FLOOD ZONE AREA
OTHER
DYES
DNO
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BUILDER COMPANY 11W~~L F~~~~I(7JN I
SIGNATURE REGISTERED I
Address 4J(e <L.-IL LW(l F I f:j) License # 1C~'(j$"'1 0 II u I
ELECTRICIAN I I COMPANY I I
SIGNATURE REGISTERED YI N FEE CURRENT Y/N
Address l License # I
PLUMBER I COMPANY I
SIGNATURE REGISTERED Y/N FEE CURRENT Y/N
Address I License # I
MECHANICAL I COMPANY I
SIGNATURE REGISTERED Y I N FEE CURRENT Y/N
Address I License # I
OTHER I COMPANY I
SIGNATURE REGISTERED Y/N FEE CURRENT Y/N
Address I License # I
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RESIDENTIAL
Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Sanitary Facilities & 1 dumpster
Attach (3) sets of Building Plans; (1) set of Energy Forms.
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Sanitary Facilities & 1 dumpster
All commercial requirements must meet compliance.
Attach (2) sets of Engineered Plans.
....PROPERTY SURVEY required for all NEW construction.
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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 NC
Fences (PlotlSurveylFootage)
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
i~ 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 th.e .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 OBT IN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING OTICE OF CO EN CEMENT .
FLORIDA JURAT (F.S. 117.03) / 7
I
OWNER OR AGENT
Subscribed and sworn to (or affirmed) before me this
by
Who is/are personally kno'Ml to me or has/have produced
as identification.
CONTRACTO
~ubscri~ed and swo n
" ;;'i 07 by
W~is/are personally known to me or haslhave produced
L 0e.~ ~ L.\ <!- as identification.
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Notary Public
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~k7~~otaryPUbliC
Commission No.
Commission No.
Name of Notary typed, printed or stamped
DD268763 EXPIRES
BONDED THRU Troy FAIN tNSURANC~ IHe
Tropical Roofing Inc. dba
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DURAMADE State Certified
State Gertifled Roofing Contractor Ge let ct
OORS ' nera on ra or
W1NDO\oVS&D License # cec 1326935 License # CGG 1510110
America'. Most Durable WIndow ~ '---;-n C> !J I .
Customer Name - - ~-~
MHP/~S bdivis'o~ /.. a 1 ' bAddress 3"'[ '-I- t(- '1 $( --':!-- A ~ _
City -~~ Zip 3'35'L/';J- Phone (813) 71~- {"O (,,~
WOR E I UBMITTED BY K. Co ~ ~ DATE: 111/2../07--
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DIRECTIONS TO HOME:
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WINDOW PLAN:
Show window locations by
number on inside of drawing.
If additional areas are neces-
sary, draw ENTIRE PLAN on
seperate sheet and check
below.
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OSEE DRAWING ON
SEPERATE SHEET.
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B l ~ WORK SHALL COMPLY WITH AU"
I ..2.[VAr~JNG CODES, FLORIDA BUILDT.'.':J
> h E, NATIONAL ELECTRIC CODE ANT)
~ hI ~r. ~~EPHYRHILLS ORDINANCES' -
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FRONT
CIRCLE RESPONSES
l.rge Oulaide Trim Y N
Siding on Home Y N
Awning. covering .crew. Y N
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SPECIAL INSTRUcnONS:
ALL W.VtCl.rW$' rgl"OWVl
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CHECK lQANANCE 0 VISA
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TOTAL
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CERTIFICA nON AUTHORIZATION REPORT R~'i'ioll I " I Pagt: 1 or 1
No.
Rcqili~ By: PRO B I-(t;
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FMA Keystone Certification Program
Certification Authorization Report
CAR & Product 10 Number= 022 - 107
CAR Issue Date: 2/612004
CAR Expiration Date: 4/2/2007
Company Code: 022
This Certification Authorization Report (CAR) Is iSSUed by Keystone Certifications, Inc. (Kef) after full
validation review of the Product specification documents. for the product named below. This report is only
valid when signed and sealed by the President of Ket, and indicates the product as manufactured by the
company named below has been tested and meets the requireme.nts of the referenced standard and is
eligible for the application of FMA Keystone Certification Program certification labets. Licensee stipulates
in affixing certirrcation labets to products. that those products are representative of the specimen
evaluated and documented for certification authorization. Only products bearing such a certificatiof'llabeJ
shall be considered certified.
Company Information: Product Information:
.
Gorel/ Enterprises Model: G5305 Tilt Double Hung
1380 Wayne Ave, Operator Type: DH
Indiana PA 15701 COnfiguration: Bow Pin
Max Width: 54
Max Height 77
Referenced Standard:
ANSl/AAMNwDMA 1011152-97
Product Rating:
H-R30 54x77
Qualifying T est Information
Test Report No: T137-03
Test Report Expiration: 4/2/2007
Authorized Signature:
#t~ /lJ
Marcia F's!!(e, President
-
Keystone Certifications, Inc.
2545 Lori Drive. Suite 204
York, Pennsylvania 17404
Phone: 717-764-6278
Fax: 717-764-3049
WWW.keystonecerts_com
Independent Certification and Inspection Agency
Flprida Building Code Online
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Page 1 of 4
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Product Approval
USER: Public User
Product Aooroval Menu> Product Of" Aoolication Search> Apolication List> Application Detail
.. (Jf='ACE OF THE; ,
"~C~ARv - ,
FL #
Application Type
Code Version
Application Status
Comments
Arch ived
FL747-R1
Revision
2004
Approved
Product Manufacturer
Address/Phone/Email
Gorell Enterprises Inc.
1380 Wayne Ave.
Indianar PA 15701
(724) 465-1839
rgibson@gorell.com
Authorized Signature
Richard Gibson
rg i bson@gorell.com
Technical Representative
Address/Phone/Email
)
Quality Assurance Representative
Address/Phone/Email
Category
SUbcategory
Windows
Double Hung
Compliance Method
Certification Mark or Listing
Certification Agency
Keystone Certifications, Inc.
Referenced Standard and Year (of
Standard
http://WWW.floridabuilding.org/pr/pr_app _ dtl.aspx?param=wGEVXQwtDqt8B wwt9vI 1 Pm. .. 12/6/2006
Flprida Building Code Online
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Standard)
ANSI/AAMA/WDMA 101/I.S.2-97
Equivalence of Product Standards
Certified By
Sections from the ~<?3e
1703.5*1714.5.2.1 *17
Product Approval Method
Method 1 Option A
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
10/14/2005
11/16/2005
11/28/2005
12/06/2005
Summary of Products
FL# I Model, Number or Name Description
747.1 IG5115 DoubJe hung replacement
Limits of Use (See Other) Certification Agency Ce
Approved for use in HVHZ: Installation Instruction
Approved for use outside HVHZ: PTID 747 R1 I G5155!
Impact Resistant: PTID 747 R1 I G5155 (
Design Pressure: +/- PTlD 747 Rl I G5305 ~
Other: G5115 R40@44x60 R50@32x54w/Mod PTID 747 R1 I G5305 !
sm PTlD 747 R1 I GSVDH-
PTID 747 R1 I GSVDH-
PTlD 747 R1 I GSVDH-
PTlD 747 R1 I P5100 fi
PTlD 747 Rl I P5305 fi
Verified By:
747.2 G5155 ~UbJe hung repJacement
Limits of Use (See Other) Certification Agency Ce
Approved for use in HVHZ: Installation Instruction
Approved for use outside HVHZ: Verified By:
Impact Resistant:
Design Pressure: +/_
Other: G5155 R40@44x60 R50@32x54w/Mod
ism
i~7.3 "G5195 DoubJe hung replacement
Limits of Use (See Other) Certification Agency Ce
Approved for use in HVHZ: Installation Instruction
Approved for use outside HVHZ: Verified By:
Impact Resistant:
Design Pressure: +/_
Other: G5195 R40@44x60 R50@32x54w/Mod
http://www.f1oridabuilding.org/pr/pr_app _ dt1.aspx?param=wGEVXQwtDqt8Bwwt9vI 1Pm... 12/6/2006
~lprid~ ~uilding Code Online
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7.4 G5265
Limits of Use (See Other)
Approved for use in HVHZ:
Approved for use outside HVHZ:
Impact Resistant:
Design Pressure: +/-
Other: G5265 R40@44x60 R50@32x54w/Mod
ill
47.5 G5275
Limits of Use (See Other)
Approved for use in HVHZ:
Approved for use outside HVHZ:
Impact Resistant:
Design Pressure: +/_
Other: G5275 R40@44x60 R50@32x54w/Mod
ill
747.6
Lm.its of Use
Approved for u n HVHZ:
Approved for use outside HVHZ:
Impact Resistant:
Design Pressure: +/_
Other: G5305 R55@44 x60 R30@S4x77
M1887 impact level C 44 x 60
747.7 GSVDH
Limits of Use (See Other)
Approved for use in HVHZ:
Approved for use outside HVHZ:
Impact Resistant:
Design Pressure: +/_
Other: GSVDH R20@44x60 RSO@32xS4Mod Sill
747.8 GSVDH-2
Limits of Use (See Other)
Approved for Use in HVHZ:
Approved for use outside HVHZ:
Impact Resistant:
Design Pressure: +/_
Other: GSVDH-2 R20@44x60
Back
Page 3 of 4
Double hung replacement
Certification Agency Ce
Installation Instruction
Verified By:
Double hung replacement
Certification Agency Ce
Installation Instruction
Verified By:
/Double hung replacement
Certification Agency Ce
Installation Instruction
Verified By:
inyl Double hung new co
Certification Agency Ce
Installation Instruction
Verified By:
Twin Double hung "'
Certification Agencv Ce
Installation Instruction
Verified By:
I I
Next
DCA Administration
Department of Community Affairs
bttp://WW\V.floridabuilding.orgJpr/pr _ app _ dtl.aspx?param=wGEVXQwtDqt8Bwwt9vI 1 Pm... 12/6/2006
F,~~z:i~, Building Code Online
Page 4 of 4
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Florida Building Code Online
Codes and Standards
2555 Shumard Oak Boulevard
Tallahassee, Florida 32399-2100
(850) 487-1824, Sun com 277-1824, Fax (850) 414-8436
@ 2000-2005 The State of Florida. All rights reserved. CODvriohtand Disci.
Product Approval Accepts:
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Ittp://WWW.t1oridabuilding.org/pr/pr_app _ dtl.aspx?param=wGEVXQwtDqt8Bwwt9vI 1 Pm... 12/6/2006
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CERTIFICIATION TEST REPORT
GORELL MODEL G5305
TIT. T DOlJBLE HUNG W1NDOW
H-RJ 0
(4'-6" X 6'wS")
FOR
GORElL ENTERPRlSES, [l',le
1380 WAYNE AVE
INDIANA, PA 15701
Project No, T137~03
4/2/03
"' . .~. 11\ ,. ., . '~." c.
.~,_." :.~ ~ -oow.
OANfEl'G.FARABAlJGH, P.E. '" _,.._
25$Saunde$Station Rd. _~ .:~~.~~:~::.:::.-.- .~, ': -~ -: ~'_
fraffcnf.PA1S08S .": ~-:' .....'~ -:7; ,-c' _~- ,
. ft12)~ ;: ,_._, _.~'
Keystone c~; ~;~.~~/~f;;4~= Cn!eI<, PA 15 ~:~,',:,B,~~,~, -,. ~~~)
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Pr~Jee.fNo. Tl.3.7,.Ol
RepottDate:.. Apn1.4. .2003
Manufacturer:
Page2of6
C14R'F~CAn6N~S1'..REPtlltT
GOR:E'J.;t~Egp1USES, .!NC
IJ80WA~AVE
.1NJ)tANA. PA15101
PtQda'Ctldentifieation
Preduct Type.:
Seriesilvfodel #:
Specification:
Designation:
Double Hung Wil1dow
G5305
Ak\'tA/NWWDA IOIII.S.2,.97
H~R30 (54" X 77") AAlVIAJNW\.VDA 10 1/1.S.2-97
GRADE 30
Product Description; Attached
T est Results:
Test · Equiprnent:
. Testing Date:
Attached
FEY
3/17/03
Detailed assembly drawings showing waIl thickness of all members, corner construction and
hardware-application &'eon .fi1e;mdbave beenc<impared to the sample sUbmitted. A copy of
this report ~nd test sample will be retained at FE! for a period of 4 years. The results
(}Qtain~dapply-001y to thespe~imen. tested. No COnClusi6:osofanykinci.regarding the
. .
adequacy or inadequacy. of the glass in the t~tspecimen may be drawn fonn this test.
TheaboveresuIt~ were secured by US~ the d~gnated test methods and they indicate
climpiianc.ewith theperlbfItlance requirements of the referenced specification. This report
does n<>tconstitut~<:ertifieation ofthisp.raduct, which may only be granted by the
cettitkation program administrator.
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Page 3 of6
i,~
Gene~ak . ". . ',.. .
TestsampleWa$comprised of ~renMddel "G.5305" Tilt Double HJmg. .'. .' Vinyl Prime, onc-
over';One(tilfloadhlgtype} d0l1111e:rnmgwindo\v;; with an ovet~dl roaster frame size
meastU:'fug 54" wid~ X71"hi,ghX 3_114" wide. The bottom sash Ineasuted50-1I8" wide X
38!1'l1iigh6v-ermtT!relnp.~b, measured 49-1/4" wide X 37-1/8" high. overall. The frame
comets were bfweIded.fuitiCr~'withone.sc:rew in bottomcorn~r.$eonstruction. The sash
COtrIeTS' were._ofwelded!fiitered.type<t::omer.constructi{)n. :Bottom.mhhad an exterior
aIumlnumscreen. EachsZ$h had (l}roamchitnneybIOCks located in thejanrbs near the
ba1artce$,Orre foam chimn-ey btockfor each side ofea-chSash.Each perimeter frame member
hoIIows wer:e fiUed with: stirrofoampieces that measured to be 711fi~ x 9/16". The bottom ralI
of the: bottom sash h~d a anti bow sway bar attached to the rail and when the window would
shut the bar would slide- into an opening that was in the center of the silt
W h
ji!at~r~~ttjpf,llJtg;
'~M:BER WEA 1'RE.RSTIPPING QUANTITY WIDrnx HEIGHT LOCATION
(fNc.aeS)
.Framei:{~ader {risen Center Fin Pile Seal 1 0.187" 'Y x .23" ht siqe t'lce
' Fr.inte_SUI none () - none
F!aJ;ne Jambs none 0 - nOlle
TOO s;lSlf c:top rail Cent(:t Fin Pile Seal 1 0.187" w x .23" ht exterior face
Top SaSh -botraii Center Fin File Seal 1 0.187" w x 2"''' ht interior face
. .J
(k~er 14U)
BottOfl1 SaSh -top tail Center Fin Pile Seal 1 0.181" wX.23" ht exterior face
(U):eeting tail) .
Bottom Sash - bot rail Center Fin Pile Seal 1 0.187" wx 2'"'" hr BOtt<lIU face
. ..1
(lift rail) F oarn Filled Bul.b Vinyl 1 0.3125" Dia. Bottom face
'\Vitlt Fin
Top sash -jamb stiles Center F'm-Pile Seal I O.187'" wx .23" ht Exterior face
-- Center Ftn-file Seal 1 0:.1$7':"w x.23" ht Sid~ fatt:
Bottom sash -jamb stiles Cellter17Ui1?ile Seal 1 O.l8rwx .23" ht Exteriotface
C~.nter fin l'ile. Seal I O.i:$1"w x. .23" ht $ide face
Screen. -'top nUl Pit<:1 Seal 1 O.187"wx.35" ht ln~wr tate
.
Opcetatrirsand Other Itardware-:
Each sash had two$ets of (4)constant (Qreebalapce Shdes,one perj<1mp. One eam-type
sWeep lock -Was attached tn the. Center of the bottom sash meeting rail. with keeper on top
sash-meetmg rail. One plastic tilt lat~h with thtunpactuator ~ho'U:sed ~ each end mthe top
rail.and interior meeting rail of the bottom sash. Ol1edie-cast plv€)t Mr was fastened with (I)
screw at each end of the bottom horizontal rails of the top and bottom sash. Each sash had a.
lift tail with the top sash lift rail on the top rarland the- bottom sash lift rail on the bottom rail.
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Page 4 of 6
Glnzi1igSyste$~. . . .' . .. ". .
Eacns-ash wasemenQt drop glazed with 7/$.>>t!Iick insulated glass using double-sided foam
glazing tape. The stishutilized two (113") thick clear annealed glas$lites~th a 518"
continuousmetaJ ap-a;~er. An exterior snap-in singLe leafduaI duto-m.eterrigid vinyl-glazing
bead secured the glass.
Weep Roles:
Two (3/15" x 3/32")weepslotswereJ9eated at the glazing track through the bottom of the
top $ash bottom hoo4'ontaL'rail,.orie 4-lf8" from each end. Two (114" x 3132") weep slots
were. located at the glazing track of the bottomsash bottom ho~ontaIrail.one 2" trom each
end. One (3/8" x 31l6") w~pslot Were located just above each of the pivot bars on the ends
of the bottom sash rail of the .both sashes, Two (l12~' x US') blUIled weep stots were located
on the exterior face Qfthe sill, each one 1_7/&" from-each end. Four (1/2" x 118") weep slots
were located on the inner chamber wall of the sill, . two on very end of each. side. Two ( 1/2"
x3/16n) weep slots. were located on the interior of the sill, one 1-3/4" from each en<i.The
frame sill was a slo-ped silL Three (3/817 diameter) baftIed weep holes were located on the
bottomrail oftbe screen, one weep in the center and one 5~3/4" from each end.
Sealant:
Silicone sealant was applied to ail the folIowing areas:
· Entire bottom of the sill to buck intersection..
· Screw heads hole openings used tor anchorage of the frame to buck.
· Exterior and interior offrame to buck intersection.
.. A W' wood Shim around the perimeter of the frame secured to the frame.
to Cover flange at the s.ill and header on the exterior of the frame was sealed to the
frame/flange intersection and the flange was also sealecito the buck/flange intersection
Anchorage:
A ~'4." wood shim was attached with silicone to the perimeter of the bu<:ck frame. Two
additional ~" wood shim strips were attacl:red at eachjamb screw attachment to the wood
buck. The frame was attached to the buck using 2" long wood screws a1on~ with silicone at
thp '<:!ill n.,A ~ +.ho:2o .oi'V"foa- 'r e':l . d. . ." ...:: ........ . .a.T""..P.,L ............. 1". J... .1,. 'i-",...,.",,-.+; ,., . 'R",...h
...- ...., ....... .~n ~:."'" '-...:-:no. -<&1 . m.e, ,(), renm.~."" Or tne au...e ~O ....uC'.,. m..... """".,,0,,5, ~....~.
jamb was attacbea with five sets of2" long screws. The header was attached with three sets
of wood Screws. Each setofS1::rews ConSisted ora screw located on the interior jamb track
and one screw located on the exterior track of the frame. Each set of screws were attached
parallel to each other. The sill was secured using Ii built up.ofwood that was secured to the
buck and then the sill was attached with silicone to the wood. The exterior of the sill then
used a trim attachment and wasSecuted to the frame sill and buck using silicone.
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ProjeCt No. Tl37..03
P:u-:tgrabh
Page 5 of6
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~t~l;ieef.! 'f~t1\ifetl16d
Test Results
Allowable
Gdti!J";"" .
2.1.2 Ail". .'ouTest
(AS 1M E-2$3'~9-I) .
@ LS7psf 0.09 cfin/sf 0,30 din/sf
The test s-peCiml!17 meets the peiformal1ce levels specified in
AAildA/NJv@FA lOL1.S.2-97 jor Air Infiltration
2,1.3
2.1.4.2
2,1. 7
2,1.8
2.2.1.6. I
Water Resistance Test
(AS1:M E547-96)
@ 2.86 psf(w & wo screen)
UnifornlLoad Structural Test
(see optional performance results)
Welded Corner Test
Forced Entry Resistance
(ASTIvI FS88-97) Performance
Level 10 Type A (Section 10)
Sec. 10.1 Lock Manipulation Test
Sec. 10.2.1.1 Test Al
Sec. 10.2.1.2 Test A2
Sec. 10.2. 1.3 Test A3
Sec. 1O~2.1.4 Test A4
See. 10.2.1.5 test A5
Sec. 10.2.1.6 Test A6
Sec. 1O.2.J.7 Test A7
Sec. 10.2.1.8 Lock Manipulation
Test
Sp.~clfit; Window Performance Results
Operating Force Test
top sash
bottom sash
No penetration
Meets
No Failure
No Failure
No Failure
No Failure
N(l Failure
No. Failure
No; Failure
No Faiittre
No Failure
30 Ib up,1l1b dn
2& lb up, SIb dn
No penetration
As Stated
As Stated
As Stated
As Stated
As Stated
As Stated
As Stated
As Stated
As Stated
As Stated
30Ib
30tb
.
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Project No~ T137-U3
Page 6 of6
GQ~LL ~'G$305'Y .J)(}lJBLE llUNGJVlNl)OW
. -TtstRdUlts:'ftbnt., -
TestT.itfe I . ..TestRe$,ldts Allowable
.R~t~~~n~,ed-TertMetMd
. Parawaph
2.2.1.6.2
,qegI~ingTest
(ASTME98.1-SZ, MethDd B)
TOtlsash
left, stile @ 5 (jib!
right stile@ SO Ibf
top- rail @.70Ibf
bottom.rail@ 70. lbf
Btitto:m sas h
leftstue @$OJ1,f
nghtsti!e@ 50 Ibf
top rail@ 701pf
bottom rail @ 70 fbf
Ol)tiOltaiPe1;for-mance Results
4.3
\-Vater Resistance Test
(ASTM E547-96)
@8.25 psf (w & wo screen)
4.4.2 Uniform Load Structural Test
(ASTM E-330-97)
@ 45 psfpositive
@ 45 psfnegativ'e
@ 45 psfpositive
@.45 pst negative
* - Maximum Defonnaticns~
13% < 1 00%
13 ~~ <100%
13% < 100%
13% <100%
13% < 100%
13% < 1 DO%
6% < 1 00%
6% < 1 00'%
No penetration
No penetration
0.073" *
0.089" *
0.013" ...
0.076" *
(O.4%xL)
0.197"
0.197"
0.152" (stile)
0.201" (bot. rail)
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PINELLAS COUNTY CONSTRUCTION
LICENSING BOARD
, THIS CERTIFIES THAT Mark Christopher McBroom
DBA Tropical Roofing Inc '
/
./
STATE CERT # I~CC1326935
HAS REGISTERED HIS/HER LICENSE AND
FILED PROOF OF REQUIRED LIABILITY
AND WORKERS' COMPENSATION INSURANCE
WITH THIS BOARD.
IN GOOD STANDING UNTIL SEPTEMBER 30,2008
DATE OF ISSUANCE 10/1/07
.
[
'\
. .
STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL R~GULATION
CONSTRUCTIONI~USTRY LICENSING BOARD
. 1940 NORTH MONROE STREET .
TALLAHASSEE FL 32399-0783
(850) 487:"~.395
MCBROOM, MARK CHRISTOPHER
TROPICAL ROOFING INC
9984 COMMODORE DRIVE
SEMINOLE FL 33776
DETACH HERE
'ACORD~ CERTIFICATE OF LIABILITY INSURANCE OP ID D9r DATE (MM/DD/YYYY)
TROP-18 07/31/07
PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
Bouchard-Clearwater ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
101 Starcrest Drive HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
POBox 6090 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
Clearwater FL 33758-6090
Phone: 727-447-6481 Fax:727-449-1267 INSURERS AFFORDING COVERAGE NAlC#
INSURED INSURER A: Gemini Insurance Company 10833
INSURER B: Landmark American Ins Co 33138
Tropical Roofing Inc of HR INSURER C: 24732
Mea~an Faiola D1rector General Insurance Co of ber
573 Myerlake Circle INSURER 0: Bridgefield Employers Ins Co 10701
Clearwater FL 33759
INSURER E:
COVERAGES
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING
ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR
MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH
POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
LTR NSRC TYPE OF INSURANCE POLICY NUMBER 'D~~E iMMtDD l"8kTE'{MMtb~ LIMITS
GENERAL LIABILITY EACH OCCURRENCE $1,000,000
f--
A X OMMERCIAL GENERAL LIABILITY VIGP008178 06/12/07 06/12/08 U1\M""'1O $50,000
PREMISES (Ea occurence)
I-- CLAIMS MADE [!] OCCUR
f-- MED EXP (Anyone person) $5,000
PERSONAL & ADV INJURY $1,000,000
I--
f-- GENERAL AGGREGATE $2,000,000
GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $2,000,000
h . !xl PRO- nLOC Emp Ben. 1,000,000
POLICY JECT
AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT
f-- $1,000,000
C ~ ANY AUTO 24CC184350-2 06/12/07 06/12/08 (Ea accidenl)
ALL OWNED AUTOS BODILY INJURY
- $
SCHEDULED AUTOS (Per person)
-
HIRED AUTOS BODILY INJURY
- $
NON-OWNED AUTOS (Per accidenl)
-
- PROPERTY DAMAGE $
(Per accidenl)
GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $
=1 ANY AUTO OTHER THAN EA ACC $
AUTO ONLY: AGG $
EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $1,000,000
B ~ OCCUR 0 CLAIMS MADE LHA040171 06/12/07 06/12/08 AGGREGATE $1,000,000
$
~ DEDUCTIBLE $
X RETENTION $nil $
WORKERS COMPENSATION AND X I TORY LIMITS I IU~R -
D EMPLOYERS' LIABILITY 083036746 08/01/07 08/01/08 $ 500000
ANY PROPRIETOR/PARTNER/EXECUTIVE E.L. EACH ACCIDENT
OFFICER/MEMBER EXCLUDED? E.L. DISEASE - EA EMPLOYEE $ 500000
If yeE;, describe under E.L. DISEASE - POLICY LIMIT $ 500000
SPECIAL PROVISIONS below
OTHER
DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS
CERTIFICATE HOLDER
CANCELLATION
CITYZEP
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION
DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL ~ DAYS WRITTEN
NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL
IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR
REPRESENT TIVES.
AUTHOR P SENTA
@ACORD CORPORATION 1988
CITY OF ZEPHYRHILLS
FAX: 813-780-0021
ZEPHYYHILLS FL
ACORD 25 (2001/08)
~
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/
/
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PINELLAS COUNTY CONSTRUCTION
LICENSING BOARD
THIS CERTIFIES THAT Mark C~ristopher McBroom
DBA Tropical Roofing Inci
STATE CERT # I-CGC1510110
HAS REGISTERED HIS/HER LICENSE AND
FILED PROOF OF REQUIRED LIABILITY
AND WORKERS' COMPENSATION INSURANCE
WITH THIS BOARD.
IN GOOD STANDING UNTIL SEPTEMBER 30, 2008
DATE OF ISSUANCE 10/1/07
.
.
i
"
STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
CONSTRUCTION INDUSTRY LICENSING BOARD
, 1940 NORTH MONROE STREET
TALLAHASSEE FL 32399-0783
(850) 487-:-1395
MCBROOM~2MARK .CHRI;9-TOPHER
TROPICAL ROOFING INC
9984 COMMODORE DRIVE
SEMINOLE FL 33776
_"__U."h__"___~__,_,.___",_",_____". ....__........._____._.____..
...;
..... O.ETACH HEBE