HomeMy WebLinkAbout08-7302
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT
7302
Permit Number:
Permit Type:
Class of Work:
Proposed Use:
Square Feet:
Est. Value:
Improv. Cost:
Date Issued:
Total Fees:
Amount Paid:
Date Paid:
Work Desc:
7302
ADDITION/ALTERATION
434-ADD/AL T RESIDENTIAL
NOT APPLICABLE
Address: 5326 SATSUMA DR
ZEPHYRHILLS, FL.
Township: Range: Book:
Lot(s): Block: Section:
Subdivision: CITY OF ZEPHYRHILLS
Parcel Number: 12-26-21-0040-00300-0090
14,176.00
12/14/2007
157.50
157.50
12/14/2007
REMOVE & REPLACE
Name: WATKINS, KURT& CARR IRMA
Address: 5326 SATSUMA DR
ZEPHYRHILLS, FL. 33542
Phone: 813 788-5800
WINDOWS SIZE /SIZE
~'~o-~cO
t-ll-O<:(;
~
F H PL I
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 y r prope If you intend to obtain financing, consult with your lender or an attorney
before recordi our o"ce commencement."
I NATURE 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
___--....". M'__',""'"_" "'___',""_-.
L~omeowner:
Site:
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Date Received:
Permit Type:
Approved wino comments:Y
Approved withe below comments: 0 Denied withe below comments: 0
This comment sheet shall be kept with the permit and/or plans.
/;) /) 0
Date
K
Contractor and/or Homeowner
(Required when comments are present)
813-780-0020
City of Zephyrhills Permit Application
Building Department
Fax-813-780-00i13D 1r
II;)
OWner's Address
Fee Simple Titleholder Name I tv \ PI
Date Received
Owner Phone Number
Owner Phone Number I
Owner Phone Number I
Owner's Name
JOB ADDRESS
Fee Simple Titleholder Address I tJ \ A
I S~~b 5M~M.A
1'2.. \-t q. \1\""' ~
LOT #
BUILDING SIZE
I
D NEW CONSTR D AD DIAL T [Z]
D INSTALL D REPAIR
D SFR D COMM D
[Z] BLOCK D FRAME D
I~~~ ~~ (l\) ".hJJ.OxA~, (~Acr) S;Q. ~r SIU'-
I SQ FOOTAGE I I HEIGHT I
SUBDIVISION
PARCELlD#1 \';).. % Q..., O()-lO oO:sro 00'10
(OBTAINED FROM PROPERTY TAX NOTICE)
SIGN D MOVE D
DEMOLISH
WORK PROPOSED
PROPOSED USE
TYPE OF CONSTRUCTION
OTHER
STEEL
I
D
OTHER I
DESCRIPTION OF WORK
-
1/lIIIIUIIlI_ --
--11-
-~
0 BUILDING
D ELECTRICAL
D PLUMBING
D MECHANICAL
D GAS
1$ li..f J \ ~Co
1$
1$
1$
D ROOFING
FINISHED FLOOR ELEVATIONS
I
I
I
I
D
AMP SERVICE
D
PROGRESS ENERGY
D
W.R.E.C,
VALUATION OF TOTAL CONSTRUCTION
VALUATION OF MECHANICAL INSTALLATION
BUILDER COMPANY ~iCAL. ~FiAY'".... I
SIGNATURE REGISTERED Y N I FEE CURRENT " I Y IN I.
Address ~ License # I<:G-C- JS-/ Olio I
~
ELECTRICiAN I COMPANY I
SIGNATURE REGISTEREO YI N FEE CURRENT Y/N
Address l License # I
PLUMBER I COMPANY I
SIGNATURE REGISTERED Y/N FEE CURRENT Y/N
Address License # I
MECHANICAL COMPANY I
SIGNATURE REGISTERED Y/N FEE CURRENT Y/N
Address License # I
OTHER COMPANY I
SIGNATURE REGISTERED YI N FEE CURRENT Y/N
Address License # I
SPECIALTY D
FLOOD ZONE AREA
"0
OTHER
DYES
DNO
SIGN PERMIT
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.
COMMERCIAL
- ~ ---
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 AfC Fences (Plot/Survey/Footage)
n.._
Driveways-Not over Counter if on public roadwaysuneeds 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, Water/Wastewater Treatment.
Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
Army Corps of Engineers-Seawalls, Docks, Navigable Watervvays,
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 OOBTAltiF ANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOT OF CO EMENT.
FLORIDA JURAT (F.S. 117,03) ~/
? 1........... /7
OWNER OR AGENT /
Subscribed and sworn to (or affirmed) before me this
by
Who is/are personally knoV'll1 to me or has/have produced
as identification.
Notary Public
Notary Public
Commission No.
Commission No,
~\.lI':>s.:h~o(1
Name of Notr'~ ~.y",,~p d o"",m,, .
. '-:-. '
, . L
Name of Notary typed, printed or stamped
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NOTICE OF COMMENCEMENT
111111111I1111I11 11111111I1 1111111111 11111 1111I11111 111I111I
2007203571
Rcpt: 1148410 Rec: 10.00
OS: 0. 00 IT: 0, 00
12/14/07 Dpty Clerk
'ermit No.
,~ax Folio No. I~ ~ ~~ I OO~ 0 00300 0 nq 0
j~91~~~~M~:JP~~C01CO~NTl CLERK
OR BK 7714 PG 875
:HE UNDERSIGNED hereby give informs you that the improvement will be made to certain real property, and in accordance with
iection 713.13 of the Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT.
. O~ \1"40
, .Description of property (legal description:) ~ ~ 1 '-t- 'i? F: ~ I \ 01- ~'K 3 f', I 't ~~
a) Street Address: S;>.. S ~ r t" I\... 3 3>$ .....
~,General description of improvements: . ~ , ~ \0- w r~ ~ \0 l~ 11II\O ~,rt-
~.Owner Information /I ()
a) Name and address: ::rRIV1A- LA~~ 5 ,;' -z:.
b) Name and address offee simple titleholder (if other than owner) __
c) Interest in property () W"'k..LV"
~ntrad:or Information a ~A I ~ ~ J.
a) Name and address: A-(V- tVlcr;:;>II'()oM. 1IWf''''''' . IJII In -'Ie
b) Telephone No.; '2;)-7 57;r <;h 'f"> Fox No. (Opt.)
5.Surety Information
a) Name and address:
b) Amount of Bond:
c) Telephone No.: ~. Fax No. (Opt.)
6.Lender
a) Name and address:
rJ, r!lj Fr 33 '10
Or t~h- f1
-:;T/ (, ()
Phone No.
7. Identity of person within the State of Florida design owner upon whom notices or other docmnents may be served: .
a) Name and address:
b) Telephone No.: Fax No. (Opt.)
8.In addition to himself, owner designates the following p rson to re~eive a copy of the Lienor's Notice as provided in Section
713. 13 (I)(b), Florida Statutes: ..
a) Name and address: . tB . ..,
b) Telephone No.: /\ \ Fax No. (Opt.)
9.Expiration date of Notice of Commencement (the expira on date is one year from the date of recording unless a different date is
specified):
\
W ARNlNG 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 YOUR LENDER OR AN ATTORNEY BEFORE
COMMENCEING WORK OR RECORDING YOUR NOTICE OF COMMENCEly.lENT.
STATE OF FLORIDJ\""'~~~--~~';'.";~-;;~;~;;;""'"~;0-;;TFIOrida
COUNTY OFPlNEt%-~IlV~(;~ .,,,,,l',. -. ....
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Sign.~ re of Owner Or ,er's Authorized OfficerIDirectorlPartnerlManager '
~~tnlt 'arr
Print Name
Type ofIdentification Produced
Name (print)
Verification pursuant to Section 92.525, Florida Statutes. Under penalties ofpeIjury, I declare that I have read the foregoing and that
the facts stated ill it are true to the best of my knowledge and belief. i., .. /;;1.
. ~ign'~:e ;;;;;~:~ -pe;s;;~~~~ Above
FORMSlNOC,rvsd2oo7 I' .. .
Tropical Roofing Inc. dba
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DuliiMADE
W1NDO'WS & DOORS
America's M>s~e Window
Customer Name " - f L I
MHP/ Subdivision " ~
City :::?-tf~P H tYi.~1
WORKSHEET SUBMITTED BY
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DIRECTIONS TO HOME:
Window
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WORK ORDER
State Certified
General Contractor
license # CGC 1510110
State Certified Roofing Contractor
lice,nse # eee 1326935
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Job Addres~ L ~,A.] 4-
Zip :s ') fit! Phone (83)
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WINDOW PLAN:
Show window locations by
, number on Inside of drawing.
7tlf additional areas are neces-
sary, draw ENTIRE PLAN on
seperate sheet and check
below.
OSEE DRAWING ON
SEPERATE SHEET.
C~) BACK (j)
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CIRCLE RESPONSES
Llrgl OUllIide Trim Y N
Siding on Home Y N
Awnlnga covering IcrewI Y N
SPECIAL INSTRUCTIONS:
)
CHECK 0 FINANCE; VISA
o MASTERCARD
TOTAL
DEPOSIT
BALANCE
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CERTIFICATION AUTHORIZA nON REPORT . R.~1,jOI\ I " '-Pal-I:: 1 Of. 1
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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
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This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) atrer 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 Kel, and indicates the product as manufactured by the
company named below has been tested and meets the requirements of the referenced standard and is
eligible for the applrcation of FMA Keystone Certification Program certiffcation labels. Licensee stipulates
in affixing certification labels to products, that those products are representative of the Specimen
evaluated and documented for certification authorization. Only products bearing stlch a certification label
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:
ANSI/AAMAlWDMA 1011152-97
Product Rating:
H~R30 54x77
Qualifying Test Information
Test Report No: T137-03
Test Report Expiration: 4/2/2007
Authorized Signature:
Keystone Certific.ations, Inc.
2545 Lori Drive, Suite 204
York, Pennsylvania 17404
Phone: 717.764-8278
Fax: 717-764-3049
WWW.keystonecerts.com
#t~~J .
Marcia Falke, President
Independent Certification and Inspection Agency
F.1~>l.1qa Building Code Online
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Product Approval
USER: Public User
Product ADProval Menu> Product or Application Search> Application List> Application Detail
, J EMERGENCY
MAl\IA(;~MENr
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.
Indiana, PA 15701
(724) 465-1839
rgibson@gorell,com
Authorized Signature
Richard Gibson
rgibson@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=wGEVXQwtDqt8Bwwt9vIIPm... 12/6/2006
~lpric;l,~ Building Code Online
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Standard)
ANSI/AAMA{WDMA 101/1.5.2-97
Equivalence of Product Standards
Certified By
Sections from the ~?ge
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# ModeJ, Number or Name Description
747.1 ,G5115 Double 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: +/- PTID 747 Rl I G5305 ~
Other: G5115 R40@44x60 R50@32x54w/Mod PTID 747 R1 I G5305 ~
sill PTID 747 Rl I GSVDH-
PTID 747 Rl I GSVDH-
PTIO 747 Rl I GSVDH-
PTID 747 R1 I P5100 fj
PTID 747 R1 I P5305 fi
Verified By:
747.2 IIG5155 Double 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: +1-
Other: G5155 R40@44x60 R50@32x54w/Mod
!sifl
7.3 G5195 /Double hung replacement
Limits of Use (See Other) Certification Agency Ce
Approved for use in HVHZ: Installation Instructioll
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... 121612006
Flp~id~' ~uilding Code Online
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.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
7.5 G5275
imits 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 G5305
Lnnits of Use r)
Approved for u n HVHZ:
Approved for use outside HVHZ:
Impact Resistant:
Design Pressure: +/-
Other: G5305 R55@44 x60 R30@54x77
TM1887 impact level C 44 x 60
.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 R50@32x54Mod Sill
7.8 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:
Ie hung replacement
Certification Agency Ce
Installation Instruction
Verified By:
Vinyl Double hung new co
Certification Agency Ce
Installation Instruction
Verified By:
Vinyl Twin Double hung n.
Certification Agency Ce
Installation Instruction
Verified By:
I I
Next
DCA Administration
Department of Community Affairs
http://www.floridabuilding.org/pr/pr_app _ dtl.aspx?param=wGEVXQwtDqt8Bwwt9vI 1 Pm... 12/6/2006
F~orid~ Building Code Online
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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. CODvrioht and Disci.
Product Approval Accepts:
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CERTIFICIATION TEST REPORT
GQRELL MODEL 05305
TIT. T DOVBLE HUNG \.VlNDOW
H-RJO
(4'_6" X 6'w5")
FOR
GORELL ENTERPRlSES, l:}j'C
1380 WAYNE AVE
INDIANA, FA 15701
Project No, T13 7-03
4/2/03
DANIElS. FARABAUGH, P.E. ,:-:,:.">;:;;.~.- ;'::::_:.< "
255Saundel$Station Rd.. .:> .'"::-:"._
TraffOnf,PA U085'~- c:'.' "..,~ :::.~.::
(4ct!)~: : ~_.__ __~'
KeYStone COmmons. 515 !ltadoolOk Avenue. Turtle Creek, PA 15~'t13_;~~~;.()
(412) 824c,.3316.FAX (412J 824-3367 '~,~~, .:..,.. .., ..... . ~" ~
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PrQje:efNo. TL1-7~03
Report Date: Apnl2,.2Q03
ManUfacturer:
Page 2, of 6
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C~Tlli1CAfIoN.'IES1'REP()RT
BORELl. EN'1:ElU>RISES,INC
13aOWA~AVB
INOIANA, PA1510 1
li'rod uci,ldelttificaUQtl
ProductType~
SeriesflVIode1 #:
Specification:
Designation:
Dotlhle HUn:gwtl1dow
G5305
AAJv.fAlN1.VWDA IOI/I.S.2,.97
H-RJO(54" X 77") AAN1AJNW\.VDA 10111.5.2-97
GRADE 30
Product Description: Attached
T est Results:
Test. Equipment:
Testing Date:
Attached
PET
3/17/03
Detailed assembly drawings showing waIl thickness of all members, corner construction and
hardware application ate On file;mdhave been compared tot-he sample submitted, A COpy of
this report ~nd test sample wiUtle retained at FET for a period of 4 years. The resotts
O'otainedapplYOnly to thespedmen: tested. NQ conc1usicms ofanykiuci regarding the
adequacy or inadequacy of the glass' in the t~tgpecimen mayoedrawn form this test.
Theabov-eresults were secured by using the designated test methods and they indicate
cOn1pli~nC'eWith the per:formance requir:ements6f the-referenced specification. This report
doesnot.COostituteC:ertificatiOll ofthisp:raduct, which may only be. granted. by the
certifkation program administrator.
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Page 3 of6
. Product DeSQibUon,
General:.
T~tgample wa$COrnpflsedof GoreIl!tfodel "G53tl5" Tilt Double Hlmg Vinyl Prime, Ofie-
over-One (tiltl'oil-dingtype) dQuble.hung window. with an overall master frame size
measuim$ 54" wide X 77' Jugh X 3-:I14" wide. The bottom sash tne~uted 50- 1/8" wide X
38n'high6v<tr~. . The top ~n measured 49-1/4" wide X 37-l/~" .~ overall. The frame
Comets were Ofwe1de~,Wte:redwi1:h one.scre"5.v in bottom COrners constntction. The sash
comers were.ofw~ldedmitered typeA:orner. cons.trUction. ~ottolti: sashJlad an exterior
aIuminutrlscreen. Eadrsa$h had (2}fbam clilinneyblocks located in the jambs near the
baIartdes,Onefoamchinn:teyblockror each side ofeadlSash.Eachperimeter frame member
hollows werenlled with: stirrQfoam pieces that measured to be 7116'~x 9!I6TT. The bottom rail
of the. hottom sash had a anti bow sway bar attached to the rail and when the window would
shut the bar would slide into an opening that was in the center ofthesiIl.
w
~atl1~:r-$tt,jUt'1ing; .
l\.1EMBER WEA TnERSlIPPING Qup-mITY WIDmx HEIGHf LOCA TrON
aN'CHESl
frmne1;!;eadetJitsett Ce1)ter Fin Pile Seal 1 O.l8Twx .23" ht siqe face
FIattle S111. none 0 - rwne
FraIil~ 1ainhs none 0 - none
~sasb; - top rail Cent~rFin Pile Seal 1 0,18(w:< 2"" ht exreriot face
. .)
Top sash;;.. bot rail Center Fin Pile Seal I O.I87"wx 2..,n ht interior face
. .)
.(lt~per mil)
Bottom Sash ~..mp rail Center Fin Pile Seal 1 0.181" wX.23" ht exterior face
fnxeeUn:e tail)
Bottom sash - bot tail Center Fin Pile Seal 1 0.187" wx 2""it1 hr BoUom face
. oJ
(lift rail) Foam Filled Bulb Vinyl 1 0.3 125"" Dia. Bottom face
with Fin
Top sash - jamb stiles Center Fm. Pile Seal I 0.187'" w x .23" ht Exterior face
" Center Fin Pile Seal 1 0.1:$7"w :<.23" ht Si4e face
Bottom sash - jatnb stiles .. Center Fi;n; J?ite. Seal I O.Jarwx .23" ht Exterior face
C~.ntet F~n.p.iIe Seal I O.HI7" w x .23" ht Sid~face
Screen ..top nul Pile Seal , 1 0, l$7"W ;'( .35" ht Interior :fuce
Operators and Other fIardware:
Eachsash1)ad two sets of (4)constant force ha1;~ce shoes, one per j<lII1P. One earn-type
Sweep lock Was attached to the center of the bottom sash meetin.g rail with keeper on top
sash meeting rail. One plastic tilt latch with thumb actuator was l;rol.l,sed at each end of the top
rail and interior meeting rail of the bottom sash. Onedie-castpivDt bar was fastened with (1)
screw at each end of the bottom horizontal rails of the top and bottom sash. Each sash had a
lift railWlth the top sash lift rail on the tap raz1and the bottom sash lift tail on the bottom rail.
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PmjectNlJ.T137..,o3
Page 4 of 6
Glazing Sys.te$t; " , , , ':,' '".'
Sachs.ash was emerlor drop glazed with 7/~>'Jhick insulated giassusing double-sided foam
glazing tape, The sash utilized twO', (lIS") thick clear annealed glass litesMth a 518"
continuous metal s~r. An exterior snap-in single leafdual durom:eterrigid vinyl-glazing
bead secured the gfass.
Weep Roles:
Two (318" x 3/32")weep sIotswerekJcated at the glazing track through the bottom of the
top sash bottom hori:z-ontalrail. one 4--l!S" from each end. Two (114" x: 3/32") weep slots
wereJocated at the gl<LZing track of the bottom sash bottom ho.nzontaI rail, one 2" tram eacb
end. One (318" x 3/16'') W~pslot were located just above eflchofthe pivor bars on the ends
of the bottom sash'raiJ;'oftheboth sas.hes, TwO' (lIZ",x 1/8') b&ffied. weep slots were located
on the exterior face of the siU, each one 1-7/8" from- each end. Four (1/2" x I 18") weep slots
were located on the inner chamber wall of the sm,. two on very end of each side, Two (1/2"
x 3/16") weep slats were located on the interior oillie sill, one 1-3/4" from each en<i.The
frame sill was a sloped sill. Three (3/8" diameter) baffled weephotes were located on the
bottom rail of the screen, one weep in the center and one 5-314" from each end.
Sealant:
Silicone sealant was applied to all the fonowing 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.
e Cover flange at the sill and header on the exterior of the frame was sealed to the
framelflange intersection and the flange was also sealedto the buck/flange intersection,
Anchorage:
A ~'4n wood shim was attached with silicone to the perimeter of the bu~k frame. Two
additional W' wood shim strips were attacl1ed at each jamb screw attachment to the wood
buck. The frame was attached tothe buck using2" longwOodscreWsalon~ with silicone at
the siH and on the exterior &~d mteriorperimeter Qfthefran~-e to buck inters:ectians, E.~ch
jamb wasattacMd with five sets of2"long screws. The hea:derwas attached with three sets
of wood screws. Each set of screws consisted ofa 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 a built up of woad that was secured to the
. buck and then the sill was attached 'With silicone to the wood. Thee;>ct.enor of the sill then
used a trim attachment and was secured to the frame sill and buck using silicone.
'. . .. .
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ProjeCt No. T137.;03
~:
Par:i2raiilt
l'e'Sttiite} ..
~(~ne~f.f. Testl\'letnQd
Page 5 of6
ERUNG~OW
is
Test Restllts
Allowable
Gi111 ' ....
2.1.2 Ak- ,. ...tatlQuTtst
(AS 1M E-283~gl) ,
@ LS7psf 0.09 cfmlsr 0.30 cfinlsf
The test Sp~ctml!17 meets the perfornumce levels specified il1
AAi"L4./Ntr,vbA 10LIS.2~97 for Air Infiltration.
2.1.3
2.1.4.2
2,1.7
2.1.8
2.2.1.6. I
Water Resistance Test
(ASThI E547-96)
@ 2,86 psf(w & wo screen)
UnitonnLoa.d Structural Test
(see optional performance results)
Welded Corner Test
For<:ed Entry Resistance
(ASTIvf F58S-97) Performance
Level 10 TyPe A (Section 10)
Sec. 10. I Lock Manipulation Test
Sec. 10.2.1.1 TestAl
Sec. 10,2.1.2 Test A2
Sec. '10,2.1.3 Test A3
Sec. 1O~2.L4 Test A4
See. 102.1.5 Test AS
Sec. 10.2.1.6 Test A6
Sec. 1O.2.J.7 Test A7
Sec. 10.2.1.8 Lock Manipulation
Test
Spedfie. WindQw Performance Remli.$
Operating Force Test
top sash
bottom sash
No penetration
Meets
No Failure
No Failure
No Failure
No Failure
NCl Failure
No. Failure
No Failure
No Fal1ure
No Failure
30 Ib up,ll Ib dn
281b 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
301b
30Ib
.
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Project No~ T137-03
. Pataltr:lph
2.2.1.6.2
4.3
4.4.2
Page 6 of6
GOrotLL"GS~05"J)()l!BLle l!UNGWlNDOW
. . l'estRestilts, (cofit_) .
TestT-itfe I . '. Test Res,ldts AJIowable
'~~fet&ncetiTestl\tIetlwd
DeglarliuQiTest
'., e::;, " ". .to
(ASl1vf E9aT.&~, Method B)
Tups:lsh
left stile@ 50. fbf
right stile@ 501bf
tap. fail @ 70 {bf
bottom rail @ 70 Ibf
B{jtto:m sash
leftstl1e@ 501bf
rightstile @ 50 Ibf
top rail@ 7Q 1bf
bottom rail @ 70 [bf
01JtiOltu[ Performance Results
\-Vater Resistance Test
(ASTM E547-96)
@ 8.25 psf(w & wo screen)
Unifotm Load Structural Test
(ASTM E-330-97)
@ 45 psfpositive
@ 45 psfnegative
@ 45 pSfpositive
@45 psrnegative
':'0 - ~iaximum Deformac:ions~
13 ~/o
13%
[3 ~/(}
1"'0/.
.J/o
13%
13%
6%
6%
No penetration
0,073" *
0.089~' *
0,013" ...
0,076" *
< 100%
<100%
< 100%
<100%
< 1 00%
< I 00%
< 100%
<100%
No penetration
(O.4%xL)
0.191"
0.197"
0,152" (stile)
0201" (bot. rail)
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