HomeMy WebLinkAbout07-7210
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT
7210
Permit Number: 7210
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: 7135 ASHLAND DR
ZEPHYRHILLS, FL.
Township: Range: Book:
Lot(s): Block: Section:
Subdivision: CITY OF ZEPHYRHILLS
Parcel Number: 35-25-21-0050-00000-0210
10,200.00
11/19/2007
127.50
127.50
11/19/2007
WINDOW REPLACEMENTS 8
Name: WATKINS, RICHARD
Address: 3801412TH AVE
ZEPHYRHILLS, FL 33542
Phone: 813862-3824
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: You failure to record a notice of commencement may result in your paying twice for
improvements to your p perty. If you intend to obtain financing, consult with your lender or an attorney
before recording your no of commencement."
T N URE PERMIT OFFI
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
111111111111111111111I1111111111111111111I111111111111111111
2007189762
Y,}-
'NOTICE OF COMMENCEMENT
Rcpt: 1142849 Rec: 10.00
DS: 0.00 IT: 0.00
11/16/07 Dpty Clerk
'ermit No.
~ax Folio No.3J~ g.( Oo..s-O OCVt.OO;}( 0
~HE UNDERSIGNED hereby give informs you that the improvement will be made to certain real property, and in accordance with
;ection 713.13 of the Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT.
.Description of property (JeKal description:) ALPIf-A tJlL.L~ cS1S f'\....~ \ ?~lq fa ~ LC"r ,S)..l 0 It "14C{$' ~''D';~
a) Street Address: ~.,L135" A.sH-t4.vb :>l ~rh..ll, ..p,\.~ ~::>540 - .
~.General description of improvements: vJ~...-' Q.lP~ .
I.Owner Information n
a) Name and address: \c..,c.~j. .W....~ -"3IOlc.{ l~-tt.-""Ut- wL;,L...tlS ~(~3SC-(7J
b) Name and address offee sunple tItleholder (If other than owner) ^-lIt\;
c) Interest in property OW;\Jf:Jl.
.,4~ntractor Information
.)!~ a) Name and address:--rt't<OP(at~ tlod7lU~ ~~ M'ffi:..rtl,.,.A.ttJC.-. Crt<.. CLCA-lL~F( 33Tf:,o
tJ ~" b) Telephone No.: '+-()..."7 ST~ :::r:S-4.s- Fax No. (Opt.)
5.Surety Information
a) Name and address: ~ \4
b) Amount of Bond:
c) Telephone No.:
6.Lender
a) Name and address:
'" Fax No. (Opt.)
JED PITTt1AN. PASCO COUNTY CLERK
11/16/07 02:47pM 1 50'101
OR BI< 7691 PG
AJ~
Phone No.
7. Identity of person within the State of Florida designated by owner upon whom notices or other documents may be served:
a) Name and address:
.. b) Telephone No.: Fax No. (Opt.)
8.In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section
713.l3(l)(b), Florida Statutes:
a) Name and address: N 1ft
b) Telephone No.: Fax No. (Opt.)
9.Expiration date of Notice of Commencement (the expiration date is one year from the date of recording unless a different date is
specified):
'\
W ARNJNG TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPlRA TJON 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.IENT.
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STATE OF FLORIDA
COUNTY OF PINELLN? .
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Tly; foregoing instrument was acknowledged before me this --.iL day of A)C V ,2001-, by AN~rc,- ~<<....<\. 'Z.....r-
Kif ,^u). lJ,v.t ~.J/\J<; as 0 W tV Erl. S (type of authority, e.g. offi r, trustee, att ey
in fact) for (name of party on behalfofwho:IJl~ent was ex ed) ,
....--/</
Personally Known _ OR Produced Identification -.!:.. Notary Sign@!r~;<) . :/,C-/-7
Name (print)V
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Type ofIdentification Produced
p. LI::t._
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Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that I have read the foregoing and that
the facts stated ill it are true to the best afmy knowledge and~elief \cl.~~ ^ /'~
Sign rc 0 atura! Pcrs 19n~
FORMSJNOC.cvsd:WD7
813-780-0020
City of Zephyrhills Permit Application
Building Department
Fax-813-780-0021
Date Received
II ~ 15,0
Owner Phone Number
Owner Phone Number I
Owner Phone Number I
Owner's Name A (\fd~ Sc...c... "t..,.c.....r-
Owner's Address' I -+ \ :3 &' It s'h \~ Of.
Fee Simple Titleholder Name I U2lC- ~ WOvTlLtAJS
6<6\9 I l~ A.~ ce.p
-:t135 Ask(VV'-J L...lidls 33<:;;(./D LOT # I
1A-\pL.~Vd\c..'t)c... Ests I PARCELID#I'~5 gS ~) OOSO ()C(fJJ (j;)IO
(OBTAINED FROM PROPERTY TAX NOTICE)
D NEW CONSTR D AD DIAL T ~ SIGN D MOVE D
D INSTALL D REPAIR
PROPOSED USE D SFR 0 COMM D
TYPE OF CONSTRUCTION D BLOCK 0 FRAME D
DESCRIPTION OF WORK ICLe(II\Qve., t ~'4~ (~) ~I
I SQ FOOTAGE I
~dIII"-
n
335482.
JOB ADDRESS
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SUBDIVISION
WORK PROPOSED
DEMOLISH
OTHER
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D
STEEL
OTHER I
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Wl.u:bv':>
HEIGHT I
__,.I.
5 ft.e.. ~r 'S1et>
-
I
BUILDING SIZE
BUILDING
.' _ _11IO.....
DWIlUIUIIo-
L,E
1$ \O/8--GO
,
o ELECTRICAL 1$
D PLUMBING l$
o MECHANICAL 1$
o GAS D
FINISHED FLOOR ELEVATIONS I
VALUATION OF TOTAL CONSTRUCTION
ROOFING
I
I
I
I
D
I
AMP SERVICE
D
PROGRESS ENERGY
D
W.R.E.C.
VALUATION OF MECHANICAL INSTALLATION
(\Joe
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(GY"-\(.?A<:,+Ui~, -
SPECIALTY D
flOOD ZONE AREA
OTHER
DYES
DNO
BUILDER
SIGNATURE.
~I~IL ,P,~~~,d)< I
License # ~_I:SI 01(0
ELECTRICIAN I
SIGNATURE ,
Address l
PLUMBER I
SIGNATURE
I
COMPANY
REGISTERED
Y I N FEE CURRENT
License #
Y/N FEE CURRENT
License #
YI N FEE CURRENT
License #
Y/N
COMPANY
REGISTERED
Y/N
Address
MECHANICAL I
SIGNATURE
Address I
OTHER I
SIGNATURE
I
COMPANY
REGISTERED
Y/N
COMPANY
REGISTERED
FEE CURRENT
License # I
I~ r-~~lliII-
Y/N
Y/N
COMMERCIAL
Address
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RESIDENTIAI_ 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.
~IDW!lllIllllHllll_ IU~- _..... .....~.....
~
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
'1IfI~1BR1
1-""",,_-
~II~.
Fences (PlollSurveylFootage)
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, 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
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 OB IN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDIN TICE OF CO MENCEMENT.
FLORIDA JURAT (F.S. 117.03) ,
OWNER OR AGENT
Subscribed and sworn to (or affirmed) before ~-this
by . /~
Who is/are personally knov-.n to m. e ~..nas/have produced
..8S identification.
CONTRACTO
SUbscribed,j:!
,f:f r/T by /j
Who is/are personal y known to me or haslhave produced
r L -p ~ ~ as identification.
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Comrnjgsion No.
Notary Public
. /~ ~j US~.,,{,.,t'~P"bli'
Commission No.
,-\!V~.. Bobb S
..~~:.".;\ ie weiland
N f N I ~' ~}1Y aoH~~SION t DD2'87'~ EXPIRES
ame 0 0 a ...... .' ( In e or s ~ 22. 2008
'~I/r..i".'" BONDED THRU TI!OYFAlN INSURANCI; INC
Name of Notary typed, printed or stamped
~
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
ContractorlHomeowner:
~2o.D\ c.aJL (<ooC',';' G (S A A Z. Ae..)
. ,
1\ -P5-0i
Date Received:
Site:
Ill3S O...l) h~Cl.:'\~ De
lu\nd6L0 ((epl~en+5 (. ~ )
Permit Type:
Approved wino comments:~
Approved withe below comments: 0 Denied withe below comments: 0
This comment sheet shall be kept with the permit and/or plans.
(
-(y/v
Date
Contractor and/or Homeowner
(Required when comments are present)
Kal .
Pasco County Parcel: 35-25-21-0050-00000-0210001
Page 1 of 1
Search Again Show Map Generalized Building Schematic Estimate Taxes Frequently Asked Ouestions
Other Agency Data: Tax Collector School Board Supervisor of Elections
Data Current as Of: Weekly Archive - Friday, November 09, 2007
Parcel ID 35-25-21-0050-00000-0210 (Card: 001 of 001)
Classification 01 - Single Family
Mailing Address Assessment (totals)
WATKINS RICHARD R Ag Land $0
38014 12TH AVE Land $23,569
ZEPHYRHILLS, FL 335423428 Building $88,123
Physical Address Extra Featu res $666
7135 ASHLAND DR
ZEPHYRHILLS, FL 33540-1472 Total Assessment $112,358
Save Our Homes $98,907
Legal Description (First 4 Lines) Homestead Exemption - $25,000
ALPHA VILLAGE ESTATES PHASE 1
PB 19 PG 69 Taxable Value $73,907
LOT 21 Warning: A significant taxable value increase
OR 7495 PG 842 may occur when sold. Click here for details
and info. regarding the posting of exemptions.
Land Detail (Card: 001 of 001)
I Line ~ionll Zoning I Units I Type I ~C.~I Value I
1 0100 l~ 7, Sf $3.05 1.00 I $23,180 I
2 I 0100 II SFR I 00R2 793.00 SF $0.49 .00 I $389 I
Additional Land Information
I Acres II 0.19 " Tax Area II .NZ.!::!. II FEMA Code IUJIResidential Codell ALFALP1
Building Information - Use 01 - Single Family Residential (Card: 001 of 001)
Year Built 1982 Stories 1.0
Exterior Wall 1 Concrete Block Stucco Exterior Wall 2 None
Roof Structure Gable or Hip Roof Cover Asphalt or Composition Shingle
Interior Wall 1 Drywall Interior Wall 2 None
Flooring 1 Ca rpet Flooring 2 None
Fuel Electric Heat Forced Air - Ducted
A/C Central Baths 1.0
Line Description Sq. Feet Repl. Cost New
1 UST 120 $4,116
2 BAS 1,120 $96,051
3 FOP 64 $1,372
4 FGR 312 $10,720
Extra Features (Card: 001 of 001)
I Line I Description I Year I Units Value
I 1 I DWC I 1982 I 400 $525
2 CLFENCE I 1985 I 400 $141
Sales History
Previous Owner WATKINS RICHARD R & JENNIFER L
Year Month I Book/Page I' Type I Amount
2007 05 7495 I 0842 I ~ I $0
2007 05 I 7638 ; 0057 IEEj $0
2000 04 4349 I 0455 $65,000
Search Again Show MaR Generalized Building Schematic Estimate Taxes Frequently Asked Ouestions
Other Agency Data: Tax Collector School Board Supervisor of Elections
http://appraiser.pascogov.com/searchlparce1.aspx?sec=35&twn=25&mg=21 &sbb=0050&... 11/15/2007
1ropical Roofing Inc. dba
-
DURAMADE
WINDOWS & DOORS
America', Mast Durahk Window
Customer Name ~o: ~. .s~o... ~-ru
MHPI Subcfvision ~ Vl\ o..~ Job Address ~ '=/- \ ,l,S'"
City Zip ~,<.. ~ L..JO
WORKSH ET SUBMITTED BY LLuJ ~fc../AIz.!tDJ~
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WORK ORDER
State Certified Roofing Contractor
License' CCC 1326935
State Certified
General Contractor
License' CGG 1510110
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DATE:7r-
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.
>
OSEE DRAWING ON
SEPERATE SHEET.
BACK
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: (]) ':'~I ~ ~T (OF ZEPHYRHILLS ORDINANCES
1.---- __ ___.I
FRONT
CIRCLE RESPONSES
Large Ou18ide Trim Y N
Siding on Home Y N
Awnlnge covering ecrew. Y N
SPECIAL INSTRUCllONS:
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o.,c~mellfTille : Docltmellt No.
CERTIFICATION AUTHORIZATION REPORT kev"ior. 1 "I Page: 1 or. 1
No.
Rcqulroid By: PRO B 1-03 . -
.-
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FMA Keystone Certification Program
Certification Authorization Report
CAR & Product 10 Number~ 022 - 107
CAR Issue Date: 2/6/2004
CAR Expiration Date: 4/2/2007
Company Code: 022
ThiS Certification Authorization Report (CAR) is iSSUed by Keystone Certifications, Inc. (KGf) 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 KC!, 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 application of FMA Keystone Certification Program certification labels. Licensee stipulates
in affixing certiffcalion labels to products, that those products are representative of the specimen
evaluated and documented for certificatioli authorization. Only products bearing such a certification label
shalf be considered certified.
Company Information: Product Information:
GOrell 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:
ANSIlAAMAlWDMA 1011152-97
Product Rating;
H.R30 54x77
QuaJffying Test Information
Test Report No: T137-03
Test Report Expiration: 412/2007
Authorized Signature:
k~/l~
Marcia Falke, Presidel'1t
-
Keystone Certific.ations, tnc.
2545 Lori Drive, Suite 204
York, Pennsylvania 17404
Phone: 717-764-6278
Fax: 717~764-3049
.WWw.keystonecerts.com
IndependeM1 Certification and Inspection Agency
F.19Iid~ Building Code Online
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Page 1 of 4
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Product Approval
USER: Public User
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Product ApProval Menu> Product Ot' ApPlication Search> Application List> Application Detail
, .
, HOt,I1ilNi,t~ COMMUNl"tt
. . O~loPMENr .
FL #
Application Type
Code Version
Application Status
Comments
Arch ived
FL747-R1
Revision
2004
Approved
.. OFFiCE: OF THE;
~~TAAY . ....:..
Product Manufacturer
AddressjPhone/EmaiJ
Gorell Enterprises Inc.
1380 Wayne Ave.
Indianar PA 15701
(724) 465-1839
rgibson@gorell.com
Authorized Signature
Richard Gibson
rg ibson@gorell.com
Technical Representative
AddressjPhone/Email
)
Quality Assurance Representative
AddressjPhone/Email
Category
Subcategory
Windows
Double Hung
Compliance Method
Certification Mark or Listing
Certification Agency
Keystone Certifications, Inc.
Referenced Standard and Year (Of
Standard
lttp:IIWWW.floridabuilding.org/pr/pr_app _ dtl.aspx?param=wGEVXQwtDqt8Rwwt9vIIPIll... 12/6/2006
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Standard)
ANSI/AAMA/WDMA 101/1.S.2-97
Equivalence of Product Standards
Certified By
Sections from the ~o~e
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
IFL# /lModel, Number or Name IDescription
1747.1 UG5115 Double hung replacement
Limits of Use (See Other) Certification Agency Ce
Approved for use in HVHZ: Installation Instruction
Approved for use outside HVHZ: PTIO 747 R1 I G5155 ~
Impact Resistant: PTID 747 R1 I G5155 (
Design Pressure: +/- PTIO 747 R1 I G5305 :
Other: G5115 R40@44x60 R50@32x54w/Mod PTID 747 Rl I G5305 ~
sill PTID 747 Rl I GSVDH-
PTID 747 Rl I GSVDH-
PTID 747 Rl I GSVDH-
PTID 747 Rl I P5100 fi
PTIO 747 Rl I P5305 fi
~5155 Verified By:
747.2 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: + /-
Other: G5155 R40@44x60 R50@32xS4w/Mod
Isill
/747.3 IGS195 /lDouble 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: GS195 R40@44x60 RSO@32xS4w/Mod
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Flprida Building Code Online
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Page 3 of 4
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sill
47.4 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
Double hung replacement
Certification Agency Ce
Installation Instruction
Verified By:
747.5 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
sill
e hung replacement
Certification Agency Ce
Installation Instruction
Verified By:
.6
Lhnits of Use
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
7.7 VDH
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
oubre hung replacement
Certification Agency Ce
Installation Instruction
Verified By:
nyl Double hung new co
Certification Agency Ce
Installation Instruction
Verified By:
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
Twin Double hung n.
Certification Agency Ce
Installation Instruction
Verified By:
Back
I I
Next
DCA Administration
Department of Community Affairs
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F~orida Building Code Online
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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, Suncom 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
GORELL MODEL 05305
TlL T DO{]BLE .HUNG VvlNDOW
H-R30
(4'-6" X 6'"5")
FOR
GaRELL ENTERPRISES, [NC
1380 WAYNE AVE
lNDfANA, PA 15701
Project No. T137:o03
4/2/03
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OANtELG.FARABALJGH, P.E. ,<.:,>;::;:~.:.- ;:::~:._:-.
25qSaundeV$Stafion Rd.-" . ":. . _
TraffOlXl,PA1B085 .:: ;;,../ ':,._.,~"! -:.." .:'
. (4t2)~: ~ --<----r
Keystone Commons · 515 lltad(1oo< Avenue. TUrtle CrEfll<, PA 15 ~t13-~~wt)
(4121 824,.3316 . FAX (412J 824-3367:-'<1:" ".'. .:-. _ ~.' . "
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PrQjeerNo. Tl.3.7,..03
RepO:!tLlate; April. ~ .2()03
Page 2 of6
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Clli"RTUttcAnONTESTREllORT
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Manufacturer:
(lQRat fEmERPFJSES,IN'C
13~mWAY:N:;E: A VB
INl)IANA, PA1570 1
Prod nd,{dent'ific..,tiQu
Product Type:
Double Hun:g Wtridow
Seriesl1vlodel #:
G5305
Specification:
AA1\tfAJNWWDA IOIII.S.2,.97
H-R30(54" X 77") AAlVINN\V\VDA IOI/LS.2-97
GRADE 30
Designation:
Product Description: Attached
T est Results:
Attacbed
Test. Equipment:
PET
. Testing Date:
3/17/03
Detailed assembly drawings showing wall thickness of aU members, comer construction and
hardwareapplicanonareon file and have been compared to the sample submitted. A COpy of
this report ~d test sample will be retained at FET for a period of 4 years. The results
(}otain~dap:pIYOn1Y to thespe~imen tested. No oonduslonsofanykindregardirIg the
adequacy or inadequacy. of the glass in. the test specimen may be. drawn fonn this test.
The aboveresult:t were secured by using the designated test methods and they indicate
compliance with the perrQl'1l1ance requir:ernents6f the referenced specification. This report
d(}e:~ not constitute <:erti:fieation of this product, which may only be granted by the
certifkationprogram administrator..
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Project NO'. TIn -03
PageJ of6
. P'rQdttctDeS'tl'iqu1)u
G~erah .... .
Testgample wa~comprised of oorcllModel ''(15a05'; Tilt Double H1mg Vinyl Prime, one-
over~one(tiltl0adii'1gtyp€) double hung windo\vj with an over~ll master frame size
measuring 54" wide X 11'" high X 3-.114" wide. The bottom sash measuted 50-1/8" wide X
38"llighQ'lrermI.Thetcp:sash measure:d 49-114" wide X 37-1I8".high overall. The frame
Comets were Qfwe1ded tniteredwithone screw in bottorncornetsconsttttction. The sash
Corners wereofwekted mite:redtypecomer constrUction. eottom.sashhadan exterior
aluminum screen. Each sCl$h had (2} foam chitnnej(blocks located in the jambs near the
balances. One foamchimneybloekfur each side of each sash. EaclI perimeter frame member
hollows were filled with stirrofoam pieces that measured to be 711fi'tx 9116". The bottom rail
f:Jf the. hottomsashhad aaIlti bow sway bar attached to the rail and when the window would
shut the bar would slide into an opening that was in tnecenter of the sill.
W h
eat er-&tl'JOUing: .
. MbMBER WEA T!iERS11PPING QU ,ANI'fIY WIDTH X HEIGHT LOeA TION
(1:NC$S)
.frameffeader {risen Cellter Fin Pile Seal 1 O.187"w X 2..,1:1" ht si<ie face
. .J
FI<inte:SiII -, none 0 - none
-
Frmne lambs none 0 - none
'tOi1sash-top rail Center Fin Pile Seal 1 O.18Tw x.23" ht exterior face
Top sash ;;"botrnil Center Fin File Seal I O.l87"wx 2..,n ht interiQr faCe
. .J
(k~Pet .r.U.!)
Bottom ~sh -top mil Center Fin Pile Seal 1 0,181" wx,23" ht exterior face
(:meeting l'aiI)
Bottom sash - bot tail Center Fin Pile Seal 1 0.187" wx 1~" ill Bott~m face
. .1
(lift rail) F oarn, Filled Bulb Vinyl 1 0.3125"> Dia. Bottom faCe
\Vitll Fin
Top sash - jamb stiles Center Fin .Pile Seal I 0.187'" w x .23" ht Exterior face
.. Center fin.Pi1e Seal 1 O.1$7':'wx.23" ht Sid.e face
Bottom sash - jamb stiles CenterFiin. ptk. Seal 1 O.l8rwx .23" ht Extenorface
Ce,tj,ter Fi~ file Seal I ... O.r:S7" w x. .23" ht Side face
Screen.. top rail Pit~Seal - 1 O. 187" W :( .35" ht Intenor fuce.
Op:erntrirs and Other Etardware:
Eacbsashnad two. $ets of (4)constant foree balance shoes, one per jamp- One eam-type
sweep lock )Vasattacheo to. the center of the bottom sash meeting raU. with keeper on top
sash meeting rail. One plastic tilt latch wtth thumb actuator was hOl.lSed at each end of the top
rail.and interior meeting rail of the bottom sash. One die-cast pivot bat was fastened with (1)
screw at ea-ch end of the bottom horizontal rails ofthe top and bottom sash. Each sash had a
lift tail with the top sash lift rail on the top r:u1 and the bottom sash lift rail an the bottom rail.
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Project No. T1J7..o3
Page 40f 6
Glazing System:
Each sash was. e~edQr drop glazerlwith 7i{f'thickmsuiated giassusing double-sided foam
gI~ngtape. The sash utilized two (l/S") thick clear annealed glass lites with a 5!8"
continuousmetat spa..cer. An exterior snap-in single leafdual dUfO,rneterrigid vinyl-glazing
bead secured the grass.
Weep Roles:
Two (3/8" x 3/32'') weep slotswere!oeated at the glazing track through the bottom of the
top sash pottom horizontal rail, one 4-lJS" from each end. Two (1/4" x 3132") weep slots
were.located at the glt;cingtra~k of the bottom sash bottom hO$ontal rail, one 2" ffomeiiclI
end. One (3/8" x 3J16") W~pslot were located just above each of the pivot bars on the ends
ofthe bottom sash rail of the both sas.hes, Two (112" x: liS") haffled weep slots were located
on the extenorface ofthe sill, each one 1-7/S" from each end. Four (112" x 1/8") weep slots
were located on the inner chamber wall of the sill,. two on very end of each side. Two (1/2"
x 3/16") weep slots were located On the interior ofllie sill, one 1-3/4" from each en<i.The
frame sin ",,-as a sloped sill. Three (3/8" diameter) baffied weep holes were located on the
bottom rail of the screen, one weep in the center and one 5-3/4" 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 of frame to buck intersection.
· A~" wood Smm around the perimeter of the frame secured to the frame.
· Cover flange at the sill and header on the exterior of the frame was sealed to the
framelflange intersection and the flange was also sealed to the buck/flange intersection.
Anehorage:
A :/4." wood shim was attached with silicone to the perimeter of the huck frame. Two
additional l,4" wood sbimstrips were attached at each jamb screw attachment to the wood
buck. The frame was attached tothe buck using 2" longwbod screws along with silicone at
the siB and on the exterior .a."'1d mteriorperimeter of!hefr<L"TIe to buck intersections,' E.~ch
jamb was attached with five sets of2" long screws. The header was attached \Viththree sets
of wood screws. Each set of screws consisted of a 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 of wood that was secured to the
buck and then the sill was attachedV/ith silicone to the wood. The exterior 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.! 131.;03
GORELL."G~30;S;~nb~ERUNG WmtJ)OW
. 'l'~fRistdts.
Para~r'ailh
:2.1.2
2.1.3
2.1.4.2
2.1.7
2.1.8
2.2.1.6. I
.TeSt1'itle.l .,
:Ref~I:tee~ Te-s!1\'fethod
Test Resnlts
Page 5 of6
Allowable
'C?~i!1~~~~~rfm'"tfJ:tlee Ret1uinunell!S
AitDl'fi.l't:tatlon 'T~st
(AS 1M E-2g3'-~1) .
@ L57psf 0.09 cfinfsf 0.30 cfinlsf
17tf! test Specimmmeets the perfonnance levels specified hI
AAit<JA/Nw#l5A JOL1S2-97 for Air Infiltration.
WaNr Resist:ll~ce Test
(ASTM ES47-96)
@ 2.86 psf(w & WQ screen)
UnifonnLoad Structural Test
(see optional performance results)
Welded CQrner Test
Forced Entry Resistance
(ASTM F588-97) 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. 10.2.1.4 Test A4
See.. 10.2.1.5 Test A5
Sec. 10.2.1.6 Test A6
Sec. 102.1.7 Test A7
Sec. 10.2. L 8 Lock Manipulation
Test
Sl1.edfie 'Window Performance Results
Operating Force Test
top sash
bottom sash
No penetration
Meets
No Failure
No Failure
NQ Failure
No Failure
No Failure
No, F allure
No Failure
No Failure
No Failure
30 Ib up,ll lb dn
28 lb up, 8 lb dn
No penetration
As Stated
As Stated
As Stated
As Stated
As Stated
As Stated
As Stated
As Stated
As Stated
As Stated
30Ib
30Ib
.
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Project No; T137-OJ
. Paragraph
2.2.1.6.2
4.3
4.4.2
Page 6 of6
CORELL "G53()5'~ . nOL'l'BLE: RUNG)VlNl)OW
.. 'T~st'ReSUtt:rt.tQnt_)
Test Title / . .' Test Res.lllts AJIowable
R~teteneerlTestMeth()d
P~I~ingTest
(ASt.ME5}aT,.83, Meth{)d B)
Too sash
left stile @ 5 Cllbf
right stile@ 50 tbf
top rail @ 70 Ibf
bottom rail @ 70 Ibf
B6ttmtl. sas h
left stile @ 50 fur
rightstile@ 50 1M
top rail @ 7Q Jhf
bottom rail @ 70 [bf
Outionai.Perfotma1'lce Results
Water Resistance Test
(ASTM E547-96)
@ 8.25 psf(w & wo screen)
Unifotln Load Structural Test
(ASTM E-330-97)
@ 45 psfpositive
@ 45 psfnegative
@ 45 psfpositive
@45 pst negative
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- ivlaximUIJl ueroIm.a:uons...
13%
13 %
13 ~/lJ
13%
13%
13%
6%
6%
No penetration
0.073" *
0.089" *
O.OIT' ...
0.076" *
<100%
< 100%
< 100%
<100%
<100%
< 100%
< 1 00%
< 1 OO~~
No penetration
(O.4%xL)
0.197"
0.197"
0.152" (stile)
0.201" (bot. rail)
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