HomeMy WebLinkAbout08-7384
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT
7384
Permit Number: 7384
Permit Type: ADDITION/ALTERATION
Class of Work: 434-ADD/AL T RESIDENTIAL
Proposed Use: SINGLE FAMILY RESIDENTIAL
Square Feet:
Est. Value:
Improv. Cost:
Date Issued:
Total Fees:
Amount Paid:
Date Paid:
Work Desc:
Address: 38404 SOUTH AVE
ZEPHYRHILLS, FL.
Township: Range: Book:
Lot(s): Block: Section:
Subdivision: CITY OF ZEPHYRHILLS
Parcel Number: 14-26-21-0010-01000-0015
11,776.00
1/14/2008 Name: CRANDALL, ROBERT
135.00 Address: 38404 SOUTH AVE
135.00 ZEPHYRHILLS, FL. 33542
1/14/2008 Phone: 813 788-3731
REPLACE 12 WINDOWS & 1 DOOR SIZE FOR SIZE
~'rvJ
. \~l'O,D<6
FO
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)( c) when extra inspection
trips are necessary due to anyone of the following reasons: a) wrong address b) condemned work resulting
from faulty construction c) repairs or corrections not made when inspections called d) work not ready for
inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
The payment of inspection fees shall be made before any further permits will be issued to the person owning same
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing, consult with your lender or an attorney
before recording your notice of commencement."
~JTOR SIGNA;- PERMIT OFFI
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
File NO:'
111111111111111111111111111111111111111I111111111I1111111111
2008003838
Permit No. _
Key No. ^ .
rax J:olio/ParceIID: 13.:.:11 t - d I . eDI j) .OIOOD
()D I S-
NOTICE OF COMME~EMENT
County of 'I' A ~ L 0
Rcpt: 1152997 R 1
D 0 00 ec: 0.00
051:/09, IT: 0.00
,;_ /08 Dpty Clerk
Slate of ..f llJ, I d CL
THE UNDERSIGNED t>e~by eiveG n,)tioe thaI Improvement will be ITlClde to certain. and in acco~nCEI With Chapter 713. Florida State StoItues. the
following InformatiOn ilj provil1ed in thIs Nonee of Commencement:
1. D$$criplion of Property: Parcel No.; -' , ':> t .. p. c .c . 'te- l.v <-Ir:;, -+ +cY' ...{""II I lC.rK~
(legal description of the property and streel address if ava af}le)
2. General Description crlmprovement So.mt> S i 7r- LVll\d~ repIQcf"fnPt1i
~~r=~ ,ln~r~llon: . me: R . Sf + c~ ~~;~IJ II:' Stale of ~ "1 u~ '
Interest in Property: "5 ~ S- 'f L-
Name and Addl'9$$ of Fee Simple Titlet 010'$1' (If other than owner) :
4. Contractot: Name; ~~::: Co~r:u.~' I o~
Address: 110'-1 EIQ 5:f. . ~Clty 'io. OC6, .. State l=-L.
Phone No. ~ l~c~Cj4';.. Ci ?l .. Fax No. 13- .;;'W'8 -I,? I..,
l~3)'~Oc.
~
5. Surety: Name
Add1lil1l5;
Phone No.
_City
_ Fax No.
Amount of Bond: $
Slate
6. L.ender: Name:_
Address:
Phone No.
_City
Fax No.
State
~f90;~~IMA0N9~5P7A5C01COUNTY CLERK
. am of 1
~R BK 7732 PG 1627
7. PerSOllS within the State of Florida dE slgnateo' by Owner upon whQm. notioes or other doc:uments may 11$ 611rvod .!IS provided oy Section 713.1 J{1 )(a)(7),
Florida Statutes. Name; _
Addrass: City State
Phone No. _ Fax No.
8. In addilion to himself 01' herself, Owne' designates of
To reoeive iiI copy cI the Lelnor's Notice ;!S provided In SeCllon 713.13(1 }(b), Florida Statutes.
9. expiration dale of Notice of Commencement (the expiratJon date is 1 year of reco~ljng unless a different dale is specified.)
~o
WARNING TO OWNER: ANY PAYMENTS MAQE ~Y' nil: OWNERAFTERTHEEXPJRAnQ;ltOFTHE-NOTICE-OF CQMMENGEMENT
ARE CONSrOEREO fMPRl:)PER PAYM=NTSuIJNDER CHAPTER 713, PART 1, SEe 713.13,~:t.ORIDA STATUTES, AND CAN RESULT
IN YOUR PAVrNG m/ICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF 4:0MMENCI!MENT MUST BE RECORDED
AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. rF YOU INTEND -n;) OBTAIN FINANCING, CONSULT WITH
YOUR LEND R OR AN ATTORNEY B ORE COMMENCING WORK OR RECORDING YOo;R NOTICE OF COMMENCEMENT.
Signature of Owner or Ovf
~c.heJ J
Signatory's TitleJOffic::e
Slate at Florida
The forgQin!lin~~menr was acknOWledged before me this
" . .. /J
,/
I
day of Jon
o 2~ til K0h- r j- (' (O('C~ as
(Name of Person)
, aUt rney in fact)
for .. .
(Name of party on behalf of who Instrument was l,lX8alted)
~O~\f" ;\Le-~ ]x1it-\j
Plin ype or tamp Nal1!!8 of Notary
Personally known ~ OR Produced Identification ./'
Type of IdentitlcatJon Procluced;
"'-"'~----~'~~~~~"W;~~~~~.1~.
:~Q~~Y:~~: BRANDlE LEE BAILEY'
~~&.:~~ MY COMr.:~:SION # 00666346
;:ro"'f\'~ EXP!Rt;b .'\pril 23 2011
'I..t' . .
(407) 398-0153 FIOrld';JNotl3ryServico.com
Verlftcatlon pur&I.IiiRt to Section 92.525 FIOtida Statutes: under
Penalties of perjury, I dltela... that I h.w. read the foregoing and
that the facts stated In It are tf\le to the best of my knowladge and belief.
. ~7 / /
~~. ~-'U--C-/
Signatul'e of Natura! Pel'$o Signing N: oyel
F:ISHAREO/CICSlaUILDINGJromwlNOC 2007
2;0 39l;1d
ll;1N0I93~ l.:J
2;U::9E6E18
82;:60 L00l/91/80
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-:slJtGDffiG YL.ANREVIEW CO:Mlv.fENTS
, Date Received:
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S~{)Y\ ,C~' k~~ 6n
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R ep (au . 12. u> iy,a<l(l) S { I ::tmy-
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'Contractor/Homeowner:
Site:
pennit Type:
Approvedwmo =ents:~
Approvea, wIthe below cOIDIJients: 0 Denied withe below c~ents: ',0
l
I .
1"" '
i'~ be k~ with the p~ and/or plans.
.1/
1.,
/11-:c/6
Date
Con:l:J:actor and! or Homeowner
, (ReqciTed when comments are presfm,t)
Ral'
8113-780-0020
City of Zephyrhills Permit Application
BUildin~ Department
Fax-813-780-0021
Date Received
11111111111
I
I
Phone Contct for Permitting
Owner's Name
So..;-tlt-. Ave..
Fee Simple Titleholder Address
I
I P~RCEL 10#1
I
o AqD/ALT D
o R'lPAIR
c==J C~MM c=J OTHER
c==J F~AME c=J STEEL
W\of\J'i)\.~J j'1'"2.~ ~(SIl..Q. +
I I SQ FOOTAGE I I HEIGHT I I
p.,.......'_p..III..III'.III.......'....III....II..111...111'11,....11..1..1111..111...111...111..1111.'..'....11111.......1111"....................
D BUILDING 1$ II, n ~ VALUAtiON OF TOTAL CONSTRUCTION
D ELECTRICAL 1$ AMP S~RVICE c==J PROGRESS ENERGY D W,R.E,C.
D PLUMBING 1$
D MECHANICAL 1$
D GAS c=J ROOFING D S ECIAL TY c=J OTHER
FINISHED FLOOR ELEVATIONS I I FLjOD ZONE AREA DYES DNO
11111'1111"11111111""""""'11"11"'1'111"'1111'111.."'...,'.'...'tf'."'....III'."".."'IIIIIIII"."""111""""'1111111'1"1""'1
BUILDER -r ~ 2> -~ 1 ~S- COMPANY Sw.efl.5o....... Cc.,,>if..vcf;Cl"\ .
SIGNATURE REGISTERED Y 1 N FEE CURRENT Y 1 N
JOB ADDRESS
3 gL{c'i
. S"..dl,.
A'VI(.
LOT #
SUBDIVISION
l4..\-'-b'- LI- 00/0,- 01000- DOtS"
PROPOSED USE
TYPE OF CONSTRUCTION
B
w
c=J
NEW CONSTR
INSTALL
SFR
BLOCK
(OBTAINED FROM PROPERTY TAX NOTICE)
SIGN D MOVE D
DEMOLISH
WORK PROPOSED
DESCRIPTION OF WORK
I
D
n & eo /'
OTHER I
S rl e J~I' 5 ( Le
BUILDING SIZE
"'.
H'M~
h,.ve,
Address
ELECTRICIAN I
SIGNATURE
Address I
PLUMBER I
SIGNATURE
Address I
MECHANICAL I
SIGNATURE
Address I
OTHER I
SIGNATURE
Address I License #
I
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Minimum ten (10) working days after submittal date, ~equired onsite, Construction Plans. Stormwater Plans wi Silt Fence installed.
Sanitary Facilities & 1 dumpster; Site Work Permit for $Ubdivislons/large projects
Attach (3) complete sets of Building Plans plus a Life ~afety Page; (1) set of Energy Forms. R-O-W Permit for new construction.
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Sill Fence installed,
Sanitary Facilities & 1 dumpster. Site Work Permit for ~II new projects. All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets of Engineered Plans. I
*"'PROPERTY SURVEY required for all NEW const~ction.
11111111111111111111111111111111111111111I1111111111111111111111111111111111111111111111111111111.11111111111111111I111111111111111111111111111111
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $2500. a Notice of Commencement is required. (Ale upgrades over $5000)
** Agent (for the c()ntractor) or Power of Attorney (for the owner) would bj someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (Front of Application Only) ,
Reroofs Sewers Service Upgrades AlC Fences (Plot/Survey/Footage)
I
~27o
# 7 'L
I i
I
II
I
License #
I Cc. C 1)1) )<-{)' 1
COMPANY
REGISTERED
Y I N FEE CURRENT
License #
Y/N FEE CURRENT
License #
Y/ N FEE CURRENT
License #
Y 1 N FEE CURRENT
Y/N
COMPANY
REGISTERED
Y/N
COMPANY
REGISTERED
Y/N
I
COMPANY
REGISTERED
Y/N
COMMERCIAL
Driveways-Not over Counter if on public roadways..needs ROW
,
NOTICE OF DEED RESTRICTIONS: The undersigned underJtands that this permit may be subject to "deed" restrictions"
which may be more restrictive than County regulations. The uhdersigned assumes responsibility for compliance with any
applicable deed restrictions. I
UNLICENSED CONTRACTORS AND CONTRACTOR RESf.ONSIBILlTIES: If the owner has hired a contractor or
contractors to undertake work, they may be required to be lice sed 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 Icontractors, he is advised to have the contractor{s) sign
portions of the "contractor Block" of this application for which Ithey will be responsible. If you, as the owner sign as the
contractor, that may be an indication that he is not properly lirensed and is not entitled to permitting privileges in Pasco
County,
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RES I URCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fee may apply to the construction of new buildings, change of
use in existing buildings, or expansion of existing buildings, a 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 Impac Fees and Resource Recovery Fees must be paid prior to
receiving a .certificate of occupancy" or final power release. f the project does not involve a certificate of occupancy or
final power release, the fees must be paid prior to permit iss~ance. Furthermore, if Pasco County Water/Sewer Impact
fees are due, they must be paid prior to permit issuance in acc rdance 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 co y of the "Florida Construction Lien Law-Homeowner's
Protection Guide" prepared by the Florida Department of Agri ulture and Consumer Affairs. If the applicant is someone
other than the "owner", I certify that I have obtained a copy of he 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 th 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 installatio~ as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work ill be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, an land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other governm nt agencies may apply to the intended work, and that it is
my responsibility to identify what actions I must take to be in c mpliance. 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 Distri t-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses,
Army Corps of Engineers-Seawalls, Docks, Navig ble Waterways.
Department of Health & Rehabilitative services~Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
US Environmental Protection Agency-Asbestos a atement.
Federal Aviation Authority-Runways. I
I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone "V" unless II xpressly 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 " I " 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 cert~fy that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affe~t adjacent properties, the owner may be cited for violating
the conditions of the building permit issued unde the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drai age plan is required.
If I am the AGENT FOR THE OWNER, I promise in good fait1 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 proce~d '4ith the work a~d not as authori~y ~o viol~t~, cancel, alter, or
set aside any provisions of the technical codes, n?r shall.lss~~nce of a permit prevent the B~II.dlng OffiCial from the~eaft~r
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) fonths after the time th~ work is commenced: An extension
may be requested, in writing, from the Building Officia~ for aferiOd not t~ exceed mn~ty ~90) da~s and Will demonstrate
justifiable cause for the extension. If work ceases for mnety ( 0) 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 PROPE~TY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECO DING YOUR NOTICE OF COMMENCEMENT.
FLORIDAJURAT(F,S,,117,03) ~
"'T . _ \ ..-:-\ W ~
OWNER OR AGENT ',V'V CON RACTOR
SUbSC,ribed and swoJ;ft-to (or ed) before me this Subs ribed and sworn to (Qr a !J.(med) before me this
/-B,.j)(!) by '\ W ,v,H,t\ to',\.. 1- ~-OCO by 'TW ~vJ ,.~50f\ %
Who iS/are perso,nallY known to me or haslhave produced WhC% i~/are personally known to me or has/h~ve p~odu?ed
kl'(f~ as identification, 1JI~ as Identlficatron,
Notary Public
Notary Public
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ALL WORK SHALL COMPD WITH ALL
?REVAILING CODES. FLORIDA BUlLDn<S
CODE, NATIONAL ELECTRIC CODE AN: I
Cry OF ZEPHYRHlLLS ORDINANCES
REVIEW DATE _J-:iLQ-~
CITY OF ZEPHYRHILLS ' '.
PLANS EXAM'NER__~
Florid~ Building Code Online
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BCIS Home I Log In i Hot Topics I Submit Surcharge I Stats & Facts
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.," '. '. Product Approval
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Product Aooroval Menu> Product or Aoolication Search> Aoolication List> Application Detail
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Referenced Standard and Year (of
Standard)
Equivalence of Product Standards
FL4435-R3
Revision
2004
Approved
PGT Industries
1070 Technology Drive
Nokomis, FL 34275
(941) 480-1600 ext 21124
Itu rner@pgtindustries.com
Lucas Turner
Iturner@pgtindustries.com
Lucas A. Turner
1070 Technology Drive
Nokomis, FL 34275
(941) 480-1600
Iturner@pgtindustries.com
Windows
Single Hung
Certification Mark or Listing
Keystone Certifications, Inc.
Standard
ANSI/AAMA/NWWDA 101/1.5.2
ASTM E-1300
ASTM E-1886
ASTM E-1996
Year
1997
2002
2002
2002
t......._.II.,:'I~...:.:ln1...n;l..1;~..... rw.....I.....I..... .,...... ,.HI Q,,"v?1'\"r~I1.,,=mnpVYnwtnm:A1("f71()nRrnT ,'lhRfFr%2h:'iTfflRNKF... 1/8/200
Florida Building Code Online
Page 2 of3
Certified By
Product Approval Method
Method 1 Option A
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
11/20/2007
11/20/2007
11/21/2007
12/11/2007
Summary of Products
FL# Model, Number or Name Description
4435.1 SH-400 (Non-Impact) Vinyl Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL4435 R3 C CAC SH400-CAR-133.pdf
Approved for use outside HVHZ: Yes Installation Instructions
Impact Resistant: No FL4435 R3 II 400-500-
Design Pressure: N/A Desi q n Pressu reCha rts. pdf
Other: Rating is H-R60 52.125x75 (actual FL4435 R3 II SH400 Anchorage.pdf
window buck size). Please see attached Design FL4435 R3 II SH400-FTL4581.pdf
Pressure Charts for allowable pressures at Verified By: Lucas A. Turner, P.E. FL PE 58201
various product sizes. Please see test report FTL-
4581 for other product description and test
information.
4435.2 IlsH-500 (Impact) WinGuard Vinyl SinQle Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL4435 R3 C CAC SH500-CAR-134.pdf
Approved for use outside HVHZ: Yes FL4435 R3 C CAC SH500-CAR-172.pdf
Impact Resistant: Yes FL4435 R3 C CAC SH500-CAR-203.odf
Design Pressure: N/A FL4435 R3 C CAC SH500-CAR-207.pdf
Other: Impact Resistant, Missile Level D (9.0 Ib Installation Instructions
2x4 traveling at 50 f/s). Rating is H-R60 FL4435 R3 II 400-500-
52.125x75 (actual window buck size). Please see Desig n Pressu reCharts. pdf
attached Design Pressure Charts for allowable FL4435 R3 II SH500 Anchorage,pdf
pressures at various product sizes. Please see FL4435 R3 II SH500-FTL4586.pdf
test reports FTL-4586, 4587, 4828, and 4833 for FL4435 R3 II SH500-FTL4587.pdf
other product description and test information. FL4435 R3 II SH500-FTL4828.pdf
FL4435 R3 II SH500-FTL4833.pdf
Verified By: Lucas A. Turner, P.E. 58201
Back
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DCA Administration
Department of Community A"a/rs
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. CODvriaht and Disclaimer
Product Approval Accepts:
lIIi11~.
http://floridabuilding.org/pr/pr~app_dt1.aspx?param=wGEVXQwtDqsAxfZjOd8rdL5b8fFC%2b5If6RNKF...l /8/20m
Florida Building Code Online
14t~
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Page 3 of~
1 /Q /'")(\(\<;;
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Document Tide: Document No. FRM BI-02
CERTIFICATION AUTHORIZATION REPORT IleYisiOll 2 I Page: 1 Of: 1
No.
RequiRd By: PRO BI-03
FMA Keystone Certification Program
CertlficatJon Authorization Report
CAR & Product 10 Number: 190 - 133
CAR Issue Date: 4/1912005
CAR Expiration Date: 4/8/2009
Company Code: 190
This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) 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 KCI, 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 certification labels to products. that those products are
representative of the specimen evaluated and documented for certification authorization. Only products bearing such a
certification label shall be considered certified.
, "' Product Information:
Company Information:
PGT Industries Model: SH-400 Vinyl Single Hung - OP60
1070 Technology Dr. PO Box 1529 Operator Type: SH
Nokomis FL 34275 Conflguratlon: ALL
Max Width: 53
Max Height: 76
Referenced Standard:
ANSIlAAMAIWDMA 101/182-97
Product Rating:
H-R60 53x76
Qualifying Test Information:
Test Report No: FTL-4581
Test Report Expiration: 4/812009
~ PlrUI-
Marcla Falke, President
Keystone Certifications, Inc.
1790 Old Trail Road, Suite 0
Etters, Pennsylvania 17319
Phone:717-932~500
Fax: 717-932-8501
Authorized Signature:
www.kevstonecerts.com
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Quality Accuracy Assurance
Fenestration Testing Laboratory, Inc.
1677 West 31st Place Hialeah, FL 33012 Phone: 305/819.7877 Pax 305/819-7998
e-mail: .ftldade@aol.com www.jtHnc.com
Lab. Number 4581
April 8, 2005
Report Number 19
File Number 05-116
Page I of4
D-1001
OFFICIAL TEST REPORT
MANUFACTURER:
ADDRESS:
P.G.T. Industries
1070Technology Drive
Nokomis, Florida 34215
DESIGNATION:
SPECIFICA nONS:
H-R60 S3 x 76
NAFS-2ANSII AAMA1
NWWDA 101/1.8.2,-91
DESCRIPTION OF UNIT
Model Designation: SH-400; Vinyl Single Hung Window
Overall Size: 4' 5 3/8" (53 3/8") by 6' 41/4" (161/4") high by 3.250" deep
Configuration: OIX '
No. & Size of Veats: One extruded vinyl vent, 4' 1" (49") by 3' 1 1/4" (37 1/4") high
MATERIAL CHARACTERISTICS
Frame Construction: Wbite "Vinyl test unit has a t1aDgc type frame md a mitered welded joints. Fixed meeting rail at
each end were fastened with two No.6 by2" pan head sheet meet screws. Frame sill has a 2.784" overall interior sin
flange. Size of frame members are as follows: frame head and frame jamb 1.500" by 3.250" by 1.375" by 2.000"; frame
sill 2.784" by 3.250" by 1.375" by 2.000"; fixed meeting rail 1.190" by 1.835" by 1.440" by 1.210" by 0.062" wall
thickness. Frame members are hollow extrusions with typical wall thicknesses of 0.060" except were noted.
Vent Construction: Vents have mitered wcldedjoints and a white coated fmish. Size of rails are as follows: top rail
1.160" by 1.647" by 1.410" by 1.022"; bottom rail 1.425" by 1.910" by 1.647"; jamb rails 1.005" by 1.647" by 1.160"
by 1.022". Vent members are hollow extnlSions with typical wall thicknesses of 0.065".
Glazina:
Material:.O.860" overall iosu1atedglass using two 1ites of 3/16" .(0.180") annealed glass with .0.500" air space.A5-S.
between the interior and exterior glass.
Method: Unit is exterior glazed with 0.500" glazing penetration using a black colored silicone and a semi-rigid vinyl
glazing bead.
Daylight Opening: Clear opening of vent, 45 3/4" by 333/4" high; fixed lite, 48" by 333/4" high.
Wutherstripping:
anti Deseri tion Location
at vent jamb rail and vent bottom rail on the interior and exterior
I lastic rm
at vent to rail
Deser; lion
surface mount metallic carn lock, with no I.D,
Location
at vent top rail, 7" from each end
Two surface mount plastic night latch lock., with no I.D.
marks
one at each end of vent top rail
Four s iral balances, with no 1. D, marks
Nate: ...,. designates measurements by laboratory
1H1S REPOIH IS SIJBUlTTEO FOR THE EXCLUSIVE USE OF 1~E CLIENT 10 WHOM IT,S ADDRESSED. ITS AP"'-,CATION IS ONLY 10 1HE SAto'PLE 1~51EU ANO IS NUl N1-ceSSAHILY I"'DlCATlV~ UI- IHo QUAliTIES OF APPARENT; v
SIMILAR OR IDENTICAL PROO\.lr.r~. PURLICAnON OF ~'A1FtJFNTS. CONCLUSION~ oq EXTRACTS FROU OR AFAA~DI~ OUA R(~OnTS. OR OF ANV Jf OUR SCAlS OR INSIGMIA WITHOUT OUA EXPR(SS PERM~SSION IS PA(')HIBITED.
Lab. Number 4581
April 8, 2005
Report Number 19
File Number 05-116
Page 2 of 4
D-7007
MATERIAL CHARACTERISTICS
Hardware: (continued)
Jumuil Description Location
Two surface mOWlt metallic keeper, with no I.D. marks one at fixed meeting rail, 7" from each end
Two 333/4" long vinyl balance cover, with no L D. marks one at each frame jamb
Two nylon block shoe clip, with no lD. marks one at each frame jamb
Two 2 518" long ~yl vent stop. with no 1.0. marks at each upper frame jamb
Two metanic pivot bar, with no I.D. marks one at each end of vent bottom rail
Weepboles:
ti VesCY; lion Location
Four 1" by 1/4" weep bole with plastic baffles. at fr8me sill flange 3 Y2", 5",48 W' and 493/4"
Four
3/8" by 118" weep slot
Two I" b slot at fralDe' 33/4" and 493/8" from left
Muntins: None
Mullions: None
Reinforcement: One 33 3/4"longaluininum reinforcement, drawing No.5 114. inside vent jamb rail, (total of two ). One
48" long aluminum reinforcement. dr8wing No.5103, inside fixed meeting rail. One 45 3/4" long aluminum
reinforcement. drawing No. 5114. inside vent top and bottom rail, (tota.) of two). One W by 1/]6" by I Yz" long
aluminum plate, drawing No. SI1S, at each end of fIXed meeting rail fastened with the same size and type of assembly
screws.
Sealants: Fixed meeting rail at eacb end were sealed with a clear colored seam sealer,
Pads: None
Screen: Water resistance test conducted with and without a fiberglass mesh screen installed.
Additional Description: The metallic pivot bars were fastened with two NO.6 by I" flat head self drilling screws.
Unit Installatioo: Test Wlit installed in a 2 x 12 pressure treated wood test buck with a 2 x 4 pressure treated buck strip.
Frame installed with a single row of 10 by 2" pan head sheet metal screws at frame head and frame jambs. Location of
installation screws are as follows: frame head from the left, 6 5/8",26518 and 46 5/8"; frame jambs from the bottom,
6518", 20 Y2", 34 1/8",44 118",547/8" and 65 5/S". There were no installation screws in frame sill.
Product Markings: None
at frame sill. 3 W' and 49 5/8" from left
OFFICIAL TEST RESULTS
Paragraph Number
Title of Test
Measured
Allowed
2.1.2
Air Infiltration Test: (ASTM E283-96)
at 1.57 psf O.llcfmlsq.ft, (1.87 cmhlm:Z)
Passed
0,3 (5.49) maximum
Note: The tested specimen meets or exceeds the performance levels specified in specification reference
for air infiltration.
2.1.3 Water Resistance Test: (ASTM E547.961E33I)
with and without screen, no leakage at 9.00 psf (431 Pa)
Passed
2.86 (137) minimum
~4P
.f ~IHf'
.1
OFFICIAL TEST RESULTS
Paragraph Number Title of Test Measured
2.1.4.2 Uniform Stnlctural Load Test: (ASTM E330-96)
Positive Load 90.0 psf(4309 Pal
Deflection Permanent Set
1.419" (36.09 mm) 0.068" (1.73 mm)
0.103" (2.62 mm) None
0.110" (2.80 mm) None
Reading at meeting rail
Reading at frame sill
Reading at frame jamb
Lab. Number 4581
April 8, 2005
Report Number 19
File Number 05-116
Page 3 of4
0-7007
Allowed
Passed
22.5 (1077) minimum
0.196 (4.98) maximwn
Passed
22.5 (1077) minimum
0.194" (4,93 rom) 0.196 (4.98) maximum
0.002" (0.05 mm)
O.OOS" (0.13 nun)
2.1.4.2 Uniform Structural Load Test: (ASTM :E33o-96)
Negative Load 97.5 psf(4668 Pa)
Reading at meeting rail 1.688" (42.92 mm)
Reading at frame sill 0.140" (3.56 mm)
Reading at frame jamb 0.169" (4.30 mm)
2.1.7 Comer Weld Test:
Frame comer
Vent comer
85 pounds (377 N)
4S pOWlds (200 N)
2.1.8 Forced Entry ResistanCe Test
AAMA 1302.5-1976, Paragraph 3.1.1
Test A through 3.1.5 Test G
2.2.1.6.1 Starting Force:
Operating Force:
No entry
9 pounds (40 N)
8 pounds (36 N)
2.2.1.6.2 Deglazing Test: (ASTM E987-88)
No disengagement at:
Horizontal Rails
Vertical Rails
Percent Deglazement
4.3
4.4.2
4.4.2
Note:
70 poWlds (311 N)
50 pounds (222 N)
5 percent
Passed
Passed
None Allowed
30 (133) maximwn
30 (133) maximum
Passed
70 (311) minimum
SO (222) minimum
99 maximum
SECTION 4, OPTIONAL PERFORMANCE CLASS:
Water Resistance Test: (ASTM E547-96/E33l)
with and without screen, no leakage at 9.00 psf (431 Pal
Uniform Structural Load Test: (ASTM E330-96)
Positive Load 90.0 psf (4309 Pal
Deflection Permanent Set
1.419" (36.09 rom) 0.068" (1.73 mm)
0.103" (2.62 mm) None
0.110" (2.80 mm) None
Reading at meeting rail
Reading at frame sill
Reading at frame jamb
Negative Load
Reading at meeting rail
Reading at frame sill
Reading at !Tame jamb
97.5 psf (4668 Pal
1.688" (42.92 mm) 0.194" (4.93 mm)
0.140" (3.56 mm) 0.002" (0,05 mm)
0,169" (4.30 nun) 0.005" (0.13 mm)
Passed
3.00 (144) minimum
Passed
30.0 (1436) minimum
0.196 (4,98) maximum
30.0 (1436) minimum
0.196 (4.98) maximum
~~
4-/3.nr
At conclusion of above tests, there was no apparent damage to unit, glass or fasteners.
..
continued:
Temperature: 77,0 F
Barometric: 29.97
Test Began - March 21, 2005
Test Completed - March 22, 2005
Report Expires - March 22, 2009
JI". v- ......
Lab. Nwnber 4581
April 8, 2005
Report Number 19
File Nwnber 05-116
Page 4 of4
D-7007
. ". . .
Remarks: This test report does not coDstitilte certification of thiSPl'~)(hiet, but only that the above test results were
obtained using the designated test methods and they indicate compliance with the perfonnance requirements (paragraphs
as listed) of the above referenced 8pe(:illcations. As per manufactUrer. unit complies with section 3, material and
component requirements.
Detailed assembly drawings showing wall thickness of all members, Corner construction and hardware application are
on file and have been compared to the sample submitted. A test sample will be retained at the test laboratory, A copy
of this report has been forwarded to the Validator.
Note: Test specimens were covered with a 1.5 mil plastic sheeting to seal from air leakage when load tests were
performed, however this had no effect on the above tests results.
Witnessed by:
Mr. Edmundo Largaespada, P .E.
Mr. Joe Johnson
Mr. Sam Bryant
Laboratory Technicians:
Erick Castaneda
Author of Report
Dina Cova
4 - P.G.T. Industries
2 - All
FENESTRATION TESTING LABORATORY, INC.
~4-t"
,.t:J~PS
Florida Building Code Online
CD~m~mMLi'nity Affairs
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Affairs
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SECRETARY
. ..
I Submit Surcharge I Stats & Facts
_, Product Approval
.USER: Public User
Product Aooroval Menu> Product or Aoolication Search> Aoolication List> Application Detail
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name
who developed the Evaluation Report
Florida License
Quality Assurance Entity
Validated By
Certificate of Independence
Referenced Standard and Year (of
Standard)
FL5891
New
2004
Approved
Therma-Tru Corporation
118 Industrial Drive
Edgerton, OH 43517
(419) 298-1740
sjasperson@tttechnologies.us
Steve Jasperson
sjasperson@tttechnologies.us
Exterior Doors
Swinging Exterior Door Assemblies
Page 1 of 4
;;,
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\ Links \ Search
Evaluation Report from a Florida Registered Architect or a
Licensed Florida Professional Engineer
Evaluation Report - Hardcopy Received
Wendell W. Haney
PE-54158
National Accreditation and Management Institute
L.F. Schmidt, P.E.
Standard
Accepted Engineering Practice
Year
2004
hft....//f1",..;A"l-l11ilr1ina ora/nr/nr ann dtl.asox?oaram=wGEVXQwtDquw6mPIZhp%2fndRcOWkL60iskf2g... 1/8/20(
. Florida Building Code Online
Page 2 of 4
SSTD 12
TAS 202
1999
1994
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Method 1 Option D
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
11/18/2005
11/18/2005
11/30/2005
12/07/2005
Summary of Products
FL# ~berOrN.m. Description
5891.1 SSIC 3'0 x 6'8 "Impact" Fiberglass Single Door (X) -
Inswing or Outswing
Limits of Use (See Other) Installation Instructions
Approved for use in HVHZ: Verified By:
Approved for use outside HVHZ: Evaluation Reports
Impact Resistant: PTID 5891 T 5891.1 EVAL.pdf
Design Pressure: +/- PTID 5891 T 5891.1 INST.pdf
Other: This product meets the requirements for PTID 5891 T 5891.2 EVAL.pdf
the State of Florida excluding the "HVHZ". When PTID 5891 T 5891.2INST.pdf
used in wind-borne debris regions this product PTID 5891 T 5891.3 EVAL.pdf
complies with Section 1609.1.4 of the Florida PTID 5891 T 5891.3 INST.pdf
Building Code as an impact resistant product and PTID 5891 T 5891.4 EVAL.pdf
does not require the use of an external impact PTID 5891 T 5891.4 INST.pdf
resistant covering. Maximum Design Pressure PTID 5891 T 5891.5 EVAL.pdf
Rating - Positive 67.0 PSF and Negative 67.0 PTID 5891 T 5891.5 INST.pdf
PSF (see 5891.1 EVAL for any additional size and PTID 5891 T 5891.6 EVAL.pdf
use limitations). PTID 5891 T 5891.6 INST.pdf
5891.2 b. Smooth-Star 3'0 x 6'8 "Impact" Fiberglass Single Door (X) -
Inswing or Outswing
Limits of Use (See Other) Installation Instructions
Approved for use in HVHZ: Verified By:
Approved for use outside HVHZ: Evaluation Reports
Impact Resistant:
Design Pressure: +/-
Other: This product meets the requirements for
the State of Florida excluding the "HVHZ". When
used in wind-borne debris regions this product
complies with Section 1609.1.4 of the Florida
Building Code as an impact resistant product and
does not require the use of an external impact
resistant covering. Maximum Design Pressure
Rating - Positive 67.0 PSF and Negative 67.0
PSF (see 5891.2 EVAL for any additional size and
use limitations).
5891.3 c. Classic-Craft 3'0 x 6'8 "Impact" Fiberglass Single Door (X) -
Inswing or Outswing
Limits of Use (See Other) Installation Instructions
. ,,'t ",,"
. ,- ,.---,---. --.-. ..1.1 ---"')-~_~_-n,r:!t;"TV{\'HtnrnnHhTnDT7hnOI..')'I;'"lR('()'Xl1rT h"i<;!l<f')o
1 /RI?OO
Florida Building Code Online
Pa~e 3 of 4
Approved for use in HVHZ:
Approved for use outside HVHZ:
Impact Resistant:
Design Pressure: +/-
Other: This product meets the requirements for
the State of Florida excluding the "HVHZ". When
used in wind-borne debris regions this product
complies with Section 1609.1.4 of the Florida
Building Code as an impact resistant product and
does not require the use of an external impact
resistant covering. Maximum Design Pressure
Rating - Positive 67.0 PSF and Negative 67.0
PSF (see 5891.3 EVAL for any additional size and
use limitations).
Verified By:
Evaluation Reports
5891.4
d. Fiber-Classic
3'0 X 8'0 "Impact" Fiberglass Single Door (X) -
Inswing or Outswing
Installation Instructions
Verified By:
Evaluation Reports
Limits of Use (See Other)
Approved for use in HVHZ:
Approved for use outside HVHZ:
Impact Resistant:
Design Pressure: +/-
Other: This product meets the requirements for
the State of Florida excluding the "HVHZ". When
used in wind-borne debris regions this product
com plies with Section 1609.1.4 of the Florida
Building Code as an impact resistant product and
does not require the use of an external impact
resistant covering. Maximum Design Pressure
Rating - Positive 67.0 PSF and Negative 67.0
PSF (see 5891.4 EVAL for any additional size and
use limitations).
5891. 5
e. Smooth-Star
13'0 x 8'0 "Impact" Fiberglass Single Door (X) -
Inswing or Outswing
Installation Instructions
Verified By:
Evaluation Reports
Limits of Use (See Other)
Approved for use in HVHZ:
Approved for use outside HVHZ:
Impact Resistant:
Design Pressure: +/-
Other: This product meets the requirements for
the State of Florida excluding the "HVHZ". When
used in wind-borne debris regions this product
complies with Section 1609.1.4 of the Florida
Building Code as an impact resistant product and
does not require the use of an external impact
resistant covering. Maximum Design Pressure
Rating - Positive 67.0 PSF and Negative 67.0
PSF (see 5891.5 EVAL for any additional size and
use limitations).
5891.6
f. Classic-Craft
3'0 x 8'0 "Impact" Fiberglass Single Door (X) -
InswinCl or Outswing
Installation Instructions
Verified By:
Evaluation Reports
Limits of Use (See Other)
Approved for use in HVHZ:
Approved for use outside HVHZ:
Impact Resistant:
Design Pressure: +/-
Other: This product meets the requirements for
the State of Florida excluding the "HVHZ". When
used in wind-borne debris regions this product
complies with Section 1609.1.4 of the Florida
Building Code as an impact resistant product and
http://floridabuilding.org/pr/pr_~appdt1.aspx?param=wGEVXQwtDquw6mPIZhp%2fndRcOWkL6oiskf2g. .. 1 /8/200~
Florida Building Code Online
Page 4 of4
does not require the use of an external impact
resistant covering. Maximum Design Pressure
Rating - Positive 67.0 PSF and Negative 67.0
PSF (see 5891.6 EVAL for any additional size and
use limitations).
Back
I I
Next
DCA Administration
Department of Community Affairs
Florida Building Code Online
Codes and Standards
2555 Shumard Oak Boulevard
Tallahassee, Florida 32399-2100
(850) 487-1B24, Sun com 277-1824, Fax (850) 414-8436
@ 2000-2005 The State of Florida. All rights reserved. CODvrioht and Disclaimer
Product Approval Accepts:
II~~.
I~;.!.
httn.//f1Anr!",hllilr!ino Aro/nr/nr "'nn r!tl "'~nv?n",r"'1'l'l=mnpv"X()mtnmnxll,1'l'l PT7.h1"lO/" ?fnrlR ('()W1rT l\rl;~1<f?o
1 /~!?()()5
RW
Be
R W Building Consultants, Inc.
Consulting and Engineering Services for the Building Industry
P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Facsimile 813.754.9989
Plorida Board of Professional Engineers Certificate of Authorization No. 9813
Product Evaluation Report
Report No.:
FL 5891.2
Date:
November 18, 2005
Product Category:
Exterior Doors
Product sub-category:
Swinging
Product Name:
"Smooth Star" Fiberglass Door "Impact"
Single - In-swing or Out-swing
Manufacturer:
Therma- Tru Corporation
118 Industrial Drive
Edgerton,OH 43517
Phone: 419.295.1740
Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Wendell W. Haney,
P .E. (System ill # 1993) for Therma- Tru Corporation based on Rule Chapter No. 9B-72.070, Method
1d of the State of Florida Product Approval, Department of Community Affairs-Florida Building
Commission.
RW Building Consultants and Wendell W. Haney, P.E. do not have nor will acquire financial interest in
the company manufacturing or distributing the product or in any other entity involved in the approval
process of the product named herein.
This product bas been evaluated for use in locations adhering to the Florida Building Code (2004
Edition) and where pressure requirements, as determined by Chapter 16 of The Florida Building Code,
do not exceed the following design pressures:
Design Pressure Rating:
Maximum Design Pressure Rating Positive 67.0 PSF
(See Limitations for size restrictions)
Negative 67.0 PSF
See Drawing No.: FL 672 prepared by R W Building Consultants, Inc. and signed and sealed by
Wendell W. Haney, P.E. (FL # 54158) for specific use parameters.
EY AL 5891.2-PF 863
Sheet 1 of3
Limitations
1. The Therma- Tru Corporation 3'0 x 6'8 "Smooth Star" Fiberglass Single "Impact", In-swing or Out-swing
Do.or has been evaluated and meets the requirements for use within the State of Florida excluding the ''High
Velocity Hurricane Zone".
2. This product is not to be used in "Essential Facilities" as defined in ASTM E1996-02 section 6.2.1.1.
3. When used in wind-borne debris regions, this product complies with section 1609.1.4 as an impact resistant
product and does not require protection from an impact resistant covering.
4. Size Limitations:
Configurations
MAX. Frame Width
MAX. Frame Height
Single X
37.59"
82.19"
5. The Design Pressure Rating (PSF) for the Single units are as follows:
Swing Overall Design Pressure (PSF)
Frame Dimensions Positive Negative
In-Swing 37.59" x 82.19" + 67.0 PSF - 67.0 PSF
Out-Swing 37.59" x 80.69" + 67.0 PSF - 67.0 PSF
~/~..
Wendell W. "ey, It!J
FL No. 54158
November 18, 2005
EVAL 5891.2-PF 863
Sheet 2 of3
Supporting Documents
A Drawing
1. Drawing No. FL 672 titled 3'0 x 6'8 "Smooth Star" Fiberglass Single Door In-swing / Out-swing
"Impact" prepared by R W Building Consultants, Inc. (Florida Board of Professional Engineers
Certificate of Authorization No. 9813) signed and sealed by Wendell W. Haney, P.E.
B Te~sPenonned
1. Testing per TAS 202-94 as perfonned by ETC Laboratories, Inc. and reported in test report
number 01-741-10700.0, dated September 24,2001, signed by Wendell W. Haney, P.E.
2. Testing per SSTD 12-99 as penonned by CTL, Inc. and reported in test report number CTLA
980W, dated November 4,2002 signed by Ramesh Patel, P.E.
C Calculations
1. Product anchoring is in accordance with manufacturer's published recommendations as
sub~antiated by testing perfonned by ETC Laboratories, Inc. and reported in test report number
01-741-10700.0.
2. Buck anchor analysis for loading conditions, prepared, signed and sealed by Wendell W. Haney,
P.E.
D
Other
1.
Certificate of Participation issued by National Accreditation and Management Institute, Inc.
certifying that Therma- Tru Corporation is manufacturing products within a quality assurance
program.
-~.,
EV AL 5891.2-PF 863
Sheet 3 of 3
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