HomeMy WebLinkAboutProduct Approval i
WINDOW & DOOR -
1000 Clint Moore Dr.#109 P:561-988-2444
Boca Raton,FL 33487 F:561-826-9180
tic.#:CRC1330842 SCC131151529 !
Property Information Building;Information
Owner: Wayne A.Teegarden Wind Zone: I 170 MPH.
Address: 6109 Raintree Trail Exposure Category: C
Fort Pierce,FL 34982 Minimum Building Dimension: 28 ft.
Mean Roof Height: 19 ft.
Risk Category: II
Design Pressure Calculations
Opening Location Device Device Device 1 M'ax Positive Max Negative
Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf)
1 Int 62.25 48.75 7 37.8 -41.2
2 End 62.25 48.75 7 37.8 -49.3
3 Int 62.25 48.75 7 37.8 -41.2
4 Int 62.25 48.75 7 37.8 -41.2
5 Int 62.25 48.75 7 37.8 -41.2
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Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.5th Edition(2014)Florida Building Code.
Page 1 of 1 j
r WINDOW & DOOR OPENING INFORMATI ON
A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET
Definition of Comer Zone-10%of least horizontal dimension or 40%of the mean roof height,whichever is smaller,but not less than 4%of least horizontal dimension or 3 ft.
OPENING (Location) IS THIS A PRODUCT PRODUCT APPROVAL REQUIRED OPENING MAXIMU ROUGH MULTIPLE ARE
GLAZING APPROVED PRESSURE RATING DESIGN PRESSURE M WINDOW
LOCATION Corner Zone WINDOW TYPE ACCEPTANCE TESTED OPENING MULLION SHUTTERS
NUMBER or Interior OR DOOR NUMBER (+)PSF (-)PSF (+)PSF (-)PSF SIZE DIMENSIONS REQ Y/N/NA REQ YM
1 Int W I"Lame IG FL14608.6 80 80 37.8 41.2 72X63 62.25x48.75 N N
2 End W I"L—i IG FL14608.6 80 80 37.8 49.3 72X63 62.25x48.75 N N
3 Int W V La-i IG FL14608.6 80 80 37.8 41.2 72X63 62.25x48.75 N N
4 Int W V Lami IG FL14608.6 80 80 37.8 41.2 72X63 62.25x48.75 N N
5 Int W V Lauri IG FL14608.6 80 80 37.8 41.2 72x63 62.25x48.75 N N
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10/312d16 Florida Building Code Online ,h
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Product Approval Menu>Product-or Application Search>Application List>AppBcatlon Detail 1
# FL14608-R4 144P68,to
Application Type Revision
Code Version 2014
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be.reviewed and ratified
by the POC and/or the Commission ifjnecessary.
Comments
Archived [J
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Product Manufacturer Eastern Architectural Systems I
Address/Phone/Ercall 16341 Domestic Ave. I'
Ft. Myers, R.33912
(800)432=2204 Ext 4314 p
thoard@easternmetal.com
Authorized Signature Timothy Hoard
thoardbe'asternmeta l.com
Technical Representative Timothy J. Hoard
Address/Phone/Email 10030 Bavaria Road
Fort Myers,Fl 33913
(800)432-2204 Ext 4314
thoard@easternmeta l.corrl
' SII
Quality Assurance Representative
r
Address/Phone/Email
�I
Category W
indows 6 ?
Subcategory Fixed l
I
Compliance Method Certification Mark or usu!ng
i
Certification Agency National Accreditation&Management Institute
Validated By Natiohal Accreditation&Management Institute
- i
I
Referenced Standard and Year(of Standard) Standard Year Ic
AAMA/WDMA/CSA 101/I"S,2/A440 ;e 2005 i
AAMA/WDMA/CSA 101/I;S.2/A440''� 2068
ANSI/AAMA/NWWDA 101/I.S.2 1997
ASTM E1886 2002
ASTM E1886 i!� 2005
ASTM E1996 2009 '
ASTM E1996 2002 6
TAS 201 1994
TAS 202 1994 I
TAS 203 1994 t
Equivalence of Product Standards
Certified By 1
�G
haps://www.floridabuilding.orglpr/pr_app.dtl.aspxlparam=wGEVXQwtDgsw8ZVNfe8A7Zpdibg71X7FVfvnYJ2X0a64PnPAtFRRBQ%3dp/o3d 1/4
I�
10/3/2016 Florida Building Code Online
i
Product Approval Method Method 1 Option A
Date Submitted 06/26/2015
Date Validated 08/11/2015
i
Date Pending FBC Approval
Date Approved 08/15/2015 i
Summa of Products
FL# Model,Number or Name Description
14608.1 Series "1000"Aluminum Non- Series"1000"Aluminum Non-Impact Fixed Window k
Impact Fixed Window t
Limits of Use Certification Agency Certificate i
Approved for use in HVHZ:No FL14608 R4 C CAC NI006122:01-R2-signed.Ddf
Approved for use outside HVHZ:Yes FL14608 R4 C CAC NI006122.02-111-signed.Ddf
Impact Resistant: No Quality Assurance Contract Expiration Date
,
Design Pressure:+130.0/-130.0 12/31/2019
Other: Maximum Size: 60"x 48". Monolithic or Insulated Installation Instructions t
glass FL14608 R4 11 08-02393A.Ddf
Verified By: Luis R. Lomas, P.E. Florida P.E. 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL14608 R4 AE 513166A.adf
Created by Independent Third Party: Yes
i
14608.2 Series"1500"Aluminum Non- Series"1500"Aluminum Non-Impact Fixed Window
Impact Fixed Window E
Limits of Use Certification Agency Certificate
Approved for use In HVHZ: No FL14608 R4 C CAC NI006176.01-R2-s1aned.Ddf
Approved for use outside HVHZ:Yes FL14608 R4 C CAC NI006176.04-111-sioned.adf
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +125.0/-125.0 04/30/2020
Other: Maximum Size: 96"x 48". Monolithic or Insulated Installation Instructions
glass FL14608 R4 II 08-02394A.Ddf
Verified By: Luis R. Lomas, P.E. Florida P.E. 62514 G
Created by Independent Third Party: Yes
Evaluation Reports
FL14608 R4 AE 513167.1)df t
Created by Independent Third Party: Yes
14608.3 Series"FWI 2000"Aluminum Impact Series"FWI 2000"Aluminum Impact Fixed Window
Fixed Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14608 R4 C CAC N1009023.01-R3-signed.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/28/2021
Design Pressure: +90/-90 Installation Instructions '
Other:Maximum Size: 144"x 48" FL14608 R4 II 08-02395A.Ddf
Verified By: Luis R. Lomas, P.E. Florida P.E. 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL14608 R4 AE 513168A.Pdf
FL14608 R4 AE NOA 14-0423.16.PDF
Created by Independent Third Party: Yes
14608.4 Series 1436 Vinyl Non-Impact Fixed Series 1436 Vinyl Non-Impact Fixed Window with Nailing Fin
Window with Nailing Fin I
Limits of Use Certification Agency Certificate j
Approved for use in HVHZ: No FL14608 R4 C CAC N1010609-R1-sioned.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 07/31/2019
Design Pressure: +80/-80 Installation Instructions
Other:Maximum Size: 71 1/2"x 71 1/2", Frame material to FL14608 R4 11 08-00557C.Ddf
be rigid PVC from Deceuninck North America AAMA Certified Verified By: Luis R. Lomas, P.E. Florida P.E. 62514
(DEP-1) Created by Independent Third Party: Yes
Evaluation Reports
FL14608 R4 AE 510946A.Ddf
Created by Independent Third Party: Yes
14608.5 Series 1446 Vinyl Non-Impact Fixed Series 1446 Vinyl Non-Impact Fixed Window with Flange
Window with Flange
httpsJAvww.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7Zpdfbg7lX7FVfvnYJ2XOa64PnPAtFRRBQ%3d%3d 2/4
10/3120.16_ Flotilla Building Code Online
Limits.of Use certification Agency Certificate
Appro08 ved for use in HVHZ:No FL146R4 C CAC Ni010609.01-R1-sidned.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistan# No 07/31/2019
Design.Pressu're: +80/-80 Installation Instructions,I
Other:Maximum Size, 74 1/2":x 721: Frame material to be FL14608 R4 II b8-00559C.'Ddf'
rigid PVC from Deceuninck North America HAMA Certified Verified By:Luis R. Lomas;RE. Florida P.E."62514
(DEP-1) Created by Independent Third Party: Yes
Evaluation Reports
FL14608 R4 AEI510948B.Ddf
Created by Independent Third Party: Yes
34608.6 Series 176 Vinyl Impact Fixed Series 176 Viny(Impact Fixxed Window with Flange HVHZ
Window with'Flange HVHZ.
Limits of Use certification Agency Certificate
Approved.foruse In HVHZ:Yes FL14608 R4 C'CAC NI011'878 01-Ri pdf�
Approved for use outside HVHZ:Yes. FL14608 R4 C ICAC NI011878-111.odf
Impact Resistant:Yes FL14608 R4 C ICAC NI011679 01-RS Ddf
Design Pressure:+80.0/780.0 FL14608 R4 C ICAC NI011879=R1 Ddf .�
Other: Maximum Size: 72"x,63". Frame material to be rigid Quality Assurance contract Expiration Date
PVC from Deceuninck North America HAMA Certified(15EP-1) 01/31/2017 I
Installation Instructions,
FL14608 R4 II108-0229Z.Ddf-�
Verified By: Luis R. Lomas; P.E. 62514
Created by,Independent Third Party: Yes
Evaluation Reports
FL14608 R4 AE 13-0328 09-C0M'RPdf';-1
FL14608-R4 AE 13-03287N Dupont Sentr Glas. df
FL14608 R4 AE 5130436'Ddf
Created'by Independent;Third Party: Yes
1",4608:7 Series 176.Vinyl Impact Fixed Series 176 Vinyl Impact Fixed Window with Flange HVHZ ;
Window with Flange HVHZ f
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14608 R4 C CAC NI6'1880.01-111:Ddf
Approved for use outside`HVHZ:Yes FL14608`R4 C:'CAC NI011880-111.Ddf ppt
Impact,ResisEant:YesFL14608 R4 C CAC NI014881.01-R1.bdf 1
Design Pressure: +80.0/-80;0 FL14608 R4 C CAC NI0ft881-R1.bdf
Other:Maximum Size 72"x 84": Frame material to be rigid Quality Assurance contract Expiration Date
PVC from Deceuninck North America AAMA Certified(DEP-1) 01/31/2017
Installation Instructions F
FL14608 R4 II 08-022938.pdf
Verified By: Luis R. Loma"s, P.E. 62514
Created by Independent'Third Party: Yes
Evaluation Reports j
FL14668 114 AE 13-0328 09-C0MP.bdf
FL14608 R4 AE 13-0328109 Dupont SentrvGlasodf i
FL14608' R4 AE 513042B:pddf
Created by Independent Third Party: Yes
14608.8 Series 2456 Vinyl Impact Fixed Series 2456 Vinyl Impact"Fixed Window with Nailing Fin
Window with.Nalling Fin
Limits of Use Certification Agency 6hificate
Approved for use in HVHZ:No 'FL14608 R4 C CAC NI010610-R1-sianed.Ddf
Approved for use outside HVHZ:Yes FL14608 R4 C CAC NI010656-111-sianed.Ddf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure:+50/-50 09/30/2019 i
Other: Maximum Size: 64"x 84". Frame material to be rigid Installation Instructions
PVC from Deceuninck North America AAMA Certified(DEP-1) FL1460A R4 II 08-00563C.0
Verified By: Luis R. Lomas, P.E. Florida P.E. 62514 p
Created by Independent Th Party: Yes
Evaluation Reports
FL1460$' R4 AE 510952A.pdf E
FL14608 R4 AE NOA 14=0423.15.PDF
Created by IndependentiThird Party:Yes
14608.9 Series 2466 Vinyl Impact Fixed Series 2466 Vinyl Impact Fixed Window with Flange f
Window with Flange
1.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL14608 R4 C CAC NI030610.01-RI-sianed.Ddf
Approved for use outside HVHZ:Yes FL14608 R4 C CAC NIN0656.61-111-sioned.Ddf f
Impact Resistant,Yes Quality Assuiance Contract Expiration Date
Design Pressure:+60/-60 09/30/2019
Other: Maximum Size: 64"x 84". Frame material to be rigid Installation Instructions
PVC from Deceuninck North America AAMA Certified(DEP=1) FL14608 R4 :II 08-00565C.ydf
Verified By: Luis R, Lomas, RE, Florida RE..62514
Created by Indepen&4Third Party:Yes
Evaluation Reports f
FL14605 R4 :AE 510954B.pdf
hfps:/Avww.floridabuilding.grgVpr/pr app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfeBA7Zpdfbg7lX7FVfvnYJ2X0a64PnPAtFRRBQ%3d%3d 314 j
'I 1,
10/3/2016 Florida Building Code Online
FU 608 R4 AE NOA 14-0423.15.PDF
Created by Independent Third Party: Yes
Back Nexl
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic
mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section `
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with ah email address If they have f
one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a i
personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter
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NOTICE OF PRODUCT CERTIFICATION
t
CERTIFICATION NO: NI011878.01-R1
,_ r , , DATE:. 03/02/2014
j CERTIFICATION PROGRAM: Structural
COMPANY: ;Eastern
r "' 3'�st,► �«'`��` J CODE: 1783=1
F a REVISION DATE: 03/06/2014
n
To verify that the"Notice'of Product Certification"is valid,please visit www.NAMICertificatioln.com to assure that the
product is active and currently listed.This certification represents product conformity to the applicable'specif cation and
that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim
certification status. Please review and advise NAMI if any corrections are required to this document.
P
COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION '
Eastern Architectural Systems Series 476.000" Vinyl Fin Frame
I
10030 Bavaria Road Impact-Rated Fixed Window
Ft. Myers, FL 33913 Configuration: O
Glazing:IG 3/16"Heat Strengthened Glass/Laminate- j
1/8"Heat Strengthened Glass/0.090"DuPont SGP
Interlayer/1/8",Heat Strengthened Glass `
Frame: W-1828mm(,72.00") . H-1600mm(63.00")
s
DLO: W-1708mm(67.25") H-1479mm(58.25")
SPECIFICATION PRODUCT RATING
p
ASTM E1886-05/E1996-09 Design Pressure: 3830 Pa (80 psi
AAMA-506-11 Negative Design Pressure:3830 Pa(80 pst)
TAS 201/202/203-94 Nater Penetration_Resistance Test Pressure:718 Pa(15.00 psi
Wind Zone 4-Missile Level D 1
Large Missile Impact Rated
Product Tested By: Element Materials Technology
Report No: ESPO11976P-1/ESP011976P-1D
Expiration Date: January 31,2017
Administrator's Signature:
i
NATIONAL ACCREDITATION AND r
MANAGEMENT INSTITUTE, INC.
4794 George Washington Memorial Highway I,
Hayes,VA 23072
Tel: (804) 684-5124 1
Fax: (804) 684-5122
i
NOTICE OF PRODUCT CERTIFICATION
'-
�vQ CERTIFICATION NO: NI011878-R1
JAI,
DATE: 03/02/2014
J Z
N 11 CERTIFICATION PROGRAM: Structural
O
C MPANY• Eastern
CODE: 1783-1
F REVISION DATE: 03/06/2014
To verify-that the"Notice:of Product Certification"is valid,please visit www.NAMICertificaf ion.com to assure that the
product is active and currently listed.This certification represents product conformity to the applicable specification and
that certification criteria has been satisfied. A NAMI.approved certification label must be applied to the product to claim
certification'status. Please review and advise NAM1 if any corrections are required to this document.
.COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION
Eastern Architectural Systems Series 11176.000" Vinyl Fin Frame
10030 Bavaria Road Impaet-Rated Fixed Window
Ft. Myers,FL 33913 Configuration: Q
Glazing:IG-3/16"Heat Strengthened Glass/Laminate-
1/8"Heat Strengthened Glass/0.090"DuPont SGP
Interlayer/1/8"Heat Strengthened Glass
Frame:W-1828mm(72.00") H-1600mm(.63.00")
r
DLO: W-1708mm(67.25") H-1479mm(58.25") t
SPECIFICATION PRODUCT RATING
AAMA/WDMA/CSA 101/I:S.2/A440-11 Class CW-PG1001829 x 1600(72 x 63)-FW
AAMA/WDMA/CSA 101/I.S.2/A440.08 FW-C901829 x 1600(72 x 63) s
AAMA/WDMA/CSA 101/I.S.2/A440-05. Design Pressure:4788 Pa(100 psi)
Negative Design Pressure:4788 Pa(100 psi)
Water Penetration Resistance Test Pressure:718 Pa(1100 psi)
Product Tested By: Element Material's Technology
Report No: ESP011976P-I
Expiration Date:. January-31, 2017 If
1`
Administrator's Signature:
I'
NATIONAL ACCREDITATION AND
MANAGEMENT INSTITUTE, INC. '
C
4794 George Washington Memorial Highway
Hayes,VA 23072
Tel: (804) 684-5124
Fax: (804) 684-5122
i
NOTICE OF PRODUCT CERTIFICATION
a� O CER71fij�~' y
CERTIFICATION NO: NI011879.01-R1
DATE: 03/02/2014
N 1 CERTIFICATION PROGRAM: Structural
/ COMPANY: Eastern
CODE: 1783=1
�c;,a ° ;-r REVISION DATE: ;03/06/2014
To verify that the"Notice of Product Certification"is valid,please visit www.NAMICertifica(ion.com to assure that the
product is active and currently listed.This certification represents product conformity to the applicable specification and
that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim
certification status. Please review and advise NAMI if any corrections are required to this document.
COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION
Eastern Architectural Systems Series 1117.6.000" Vinyl'Flange Frame
9
10030 Bavaria Road Impact-Rated Fixed Window
Ft,Myers,FL 33913 Configuration: O
Glazing:IG-3/16"Heat Strengthened Glass/Urninate-
1/8"Heat-Strengthened Glass/0.090"DuPont SGP
Interlayer/l/8"Heat Strengthened Glass
r
;I s
Frame: W-1828mm(72.00") H-1600mm(63.00")
DLO: W-1708mm(67.25")'j H-1479mm(58.25")
,I
SPECIFICATION PRODUCT RATING ;
ASTM E1886-05/E1996-09 Design Pressure: 3830 Pa (80 psi)
AAMA-506-11 Negative Design'Pressure: 3830 Pa(80 psif)
TAS 201/202/203-94 Water Penetration Resistance Test Pressure:718 Pa(15.00 psi)
Wind Zone 4-Missile Level D
Large Missile Impact Rated
Product Tested By: Element Materials Technology
I,
Report No: ESP011976P-I/ESP011976P-1D j
Expiration Date: January 31, 2017
I
Administrator's Signature:
NATIONAL ACCREDITATION AND
j:
MANAGEMENT INSTITUTE, INC.
4794 George Washington Memorial Highway
Hayes, VA 23072
Tel: (804)684-5124
Fax: (804) 684-5122
I �
NOTICE OF PRODUCT CERTIFICATION
J cERTlfi1C� -
�
CERTIFICATION NO: NIOII879-R1
DATE: 03/02/2014
M 1 CERTIFICATION PROGRAM: Structural
COMPANY: Eastern
j. � t'�'�• F:d c�' `��� CODE: 1783-1
f
._ REVISION DATE: 03/06/2014
EDL
To verify that the Notice of Product Certification is valid,please visit www.NAMlCertification.com to assure that the
product is active and currently listed.This certification represents product conformity to the applicable specification and
that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim
certification status. Please review and advise NAMI if any corrections are required to this document. 1
COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION
d
Eastern Architectural Systems Series "176.000" Vinyl Flange Frame
10030 Bavaria Road Impact-Rated Fixed Window
Ft. Myers,FL 33913 Configuration: O
i
Glazing:IG-3/16"Heat Strengthened Glass/Laminate-
1/8"Heat Strengthened Glass/0.090"DuPont SGP
Interlayer/1/8"Heat Strengthened Glass
Frame: W-1828mm(72.00") H-1600mm(63.00")
DLO: W-1708mm(67.25") H-1479mm(58.25") k
SPECIFICATION PRODUCT RATING
f,
AAMA/WDMA/CSA 101/I.S.2/A440-11 Class CW-PG1001829 x 1600(72 x 63)-FW "
AAMA/WDMA/CSA 101/I:S.2/A440-08 FW-C901829 x 1600 (72 x 63)
AAMA/WDMA/CSA 101/I.S.2/A440-05 Design Pressure: 4788 Pa(100 psf)
Negative Design Pressure: 4788 Pa(100 psf)
Water Penetration Resistance Test Pressure:718 Pa(15.00 pso
Product Tested By: Element Materials Technology
Report No: ESPOI 1976P-1
Expiration Date: January 31, 2017
Administrator's Signature:
NATIONAL ACCREDITATION AND
MANAGEMENT INSTITUTE, INC.
4794 George Washington Memorial Highway
Hayes,VA 23072 i
Tel: (804) 684-5124
Fax: (804) 684-5122
i
i
REVISIONS
REV DESCRIPTION; DATE APPROVED
A- REMOVED FLUSH INSTALLATION 07%23/14 R.L.
B REVISED INSTALLATION DETAILS 06/23/1.5 R.L.
NOTE • 15. FOR ANCHORING FRAME INTO WOOD FRAMING OR 2X BUCK USE #14 WOOD SCREWS.WITH
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO'COMPLY WITH SUFFICIENT LENGTH TO ACHIEVE A 1 7/1:6'`'MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE'
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ J ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNM-AM ANCHORED TO PROPERLY 16. FOR ANCHORINGFRAME INTO MASONRY/CONCRETE USE 3/16- TAPCONS WITH SUFFICIENT
TRANSFER ALL LOADS TO STRUCTURE.'FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD., LENGTH TO ACHIEVE A 1 1/4' MINIMUM-EMBEDMENT INTO SUBSTRATE WITH 2 1%2"
3. 1'X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. MINIMUM .EDGE DISTANCE_ LOCATE ANCHORS AS SHOWN IN 'ELEVATIONS AND INSTALLATION
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE DETAILS.
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S'PUBLISHED 17.FOR:ANCHORING FRAME'INTO METAL STRUCTURE,USE #10 SMS OR SELF DRILLING SCREWS
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY`FASTENED DIRECTLY INTO WITH SUFFICIENT LENGTH 70 ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. WALL. LOCATE.ANCHORS AS.SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
5. WHERE WOOD BUCK THICKNESS IS 1-1/2 OR GREATER, BUCK SHALL BE SECURELY 18. ALL FASTENERS TO BE CORROSION RESISTANT.
19.INSTALLATION ANCHORS SHALL'BE INSTALLED'IN ACCORDANCE WITH ANCHOR
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY MANUFACTURER'S INSTALLATION. INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
BE ANCHORED THROUGH FRAME TO SECURED'WOOD BUCK IN ACCORDANCE WITH SUBSTRATES"WITH STRENGTHS'LESS THAN'THE MINIMUM'STRENGTH SPECIFIED BELOW:
'MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. A..WOOD - MINIMUM SPECIFIC GRAVITY OF:G=0.42-
G. WHERE 1,X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH .OF 3,192'PSI.
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE 15 THE RESPONSIBILITY OF C. MASONRY - STRENGTH CONFORMANCE TO:ASTM 'C-90. GRADE h4 TYPE 1 (OR GREATER).
THE ARCHITECT OR ENGINEER OF RECORD. D. METAL STRUCTURE: STEEL 18GA,.33KS1 OR ALUMINUM 6063-T5 1/8" THICK MINIMUM
7. BUCKS'SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS 20.GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES, DIMENSIONS
PROVIDED. SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN
8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT IN SHEET-2..GEOMETRIC.SHAPES ARE NOT LIMNED TO SHAPES•SHOWN HEREIN.
EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIMWHERE-SPACE OF 1/16" OR
GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
9. SHIMS-SHALL BE LOCATED; APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE
OF SUSTAINING APPLICABLE LOADS.
10'. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11. FRAME MATERIAL: EXTRUDED.RIGID PVC.
12. UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 2 FOR GLASS OPTIONS.
13. APPROVED IMPACT PROTECTIVE SYSTEM 15 NOT REQUIRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
14. FOR ANCHORING FIN INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/a''MINIMUM EMBEDMENTiNT07SUBSTIRATE.. LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
—— _ `SIGNED_;06/24/20-15= --- ---
rip
Eastern j/.........,.....,.�.....a"".. roRiwcaz nowoA mn ``r. �OENs :�s it -
c.
TABLE OF CONTENTS SERIES 176' PW FIXED.WINDOW IMPACT. HVHZ *• 0 6J'/'X��-
SHEET NO. DESCRIPTION 72" x 63 NOTES �,b T��OF ��.
�p TAT
1 NOTES i0.
DRAWN; DWG 110. REv' �CQRIO
2 ELEVATIONS AND GLAZING DETAIL s�I[ NTS OA"-02/23/14 082ET140F 5 B llfAl`1�N\\`\
3 - 5 INSTALLATION DETAILS
REVISIONS
REV DESCRIPTION oAic •PPRovEv
A REMOVED FLUSH INSTALLATION 07/23/14 R.L.
B REVISED INSTALLATION DETAILS 06/23/15 R.L.
73 1/4' MAX TIP TO TIP WIDTH
" MAXO.A. WIDT 72" MAX O.A. FRAME WIDTH
6" MAX MAXI D.C. 6" MAX 2" MAX 12D MAX ,I 2" MAX
;MAX-2
/ 12' MAX
64 1/4- O.C. /
MAX / L
TIP 9 1/2"
TO AX O.0
TIP /63' 63"
MAX MAX
OM /
HEIGHT / FRAME
HEIGHT
6" MAX
SERIES 176 PW FIXED WINDOW SERIES 176 PW FIXED WINDOW
FRAME INSTALLATION EXTERIOR VIEW FIN INSTALLATION EXTERIOR VIEW
DESIGN PRESSURE RATING I IMPACT RATING
`v t80.OPSF LARGE
1" MISSILE IMPACT
1/8- HS MISSILE LEVEL D.WIND ZONE 4 AND HVHZ
C
090 SENTRYGLAS BY DUPONT
1/8' HS SIGNED:06/24/2015
INTERIOR Eastern
pUANEX DURASEAL P-0
SPACER SYSTEM EN � .SIKAFLEX ._......,_"...._._".,.."_. �� `v,v\ `s• •�
L552 SERIES 176 PW FIXED WINDOW IMPACT HVHZ *• r
7A x LA _
ELEVATIONS AND GLAZING DETAIL �p, TAT OF
oRAvm: owO No. �y �- •�AZING DETAIL sr.NTS 0A7E 02/23/14 08-02294 5 B /'��/ss/�NAL1
5/8" MIN. REV1s n
EDGE DISTANCE 1." MIN. REV DESCRiPRON OmE avPROVED
EDGE DISTnNCE
WOOD FRAMING METAL A REMOVED FLUSH INSTALLATION 07/23%14 R.L.
DR 2X BUCK BY OTHERS 1 7/16" MIN. .STRUCTURE B REVISED INSTALLATION DETAILS 06/23/15 R.L:
EMBEDMENT
BY OTHERS
METAL 1/4" 'MAX.
STRUCTURE
APPROVED
SHIM SPACE
APPROVED ° LJLJ 1/4" MAX. �L.10 a 1/4" MAX' BY OTHERS
SEALANT SHIM SPACE �10.SMS OR
SHIM SPACE� OO
BEHIND FLANGE APPROVED SELF DRILLING O
SEALANT SCREWS
#14 WOOD O
BEHIND'FLANGE L� SELF DRILLING
OR
INTERIOR.
a r-I SE
SCREW u SCREW
1" MIN..
EDGE DISTANCE
APPROVED EXTERIOR
SEALANT
BEHIND FLANGE JAMB INSTALLATION DETAIL
INTERIOR EXTERIOR INTERIOR METAL STRUCTURE INSTALLATION
EXTERIOR 1 7/16" MIN.
#14 WOOD EMBEDMENT
1/4- MAX..
SCREW T SHIM SPACE
5/8" MIN.
EDGE DISTANCE
° INTERIOR
#14 SMS OR °
APPROVED SELF DRILLING #14 WOOD
SCREW SCREW
APPROVED SEALANT _.
SEALANT Q BEHIND FLANGE
BEHIND FLANGE n° °(�M 1/4 MAX Op° �a SHIM WORD 2X BUCK
-0
P CEO SHIM SPACE METAL BY OTHERS
W000 FRAMING U - --- - - STRUCTURE _ _- _
MIN
OR 2X BUCK BY OTHERS B APPROVED EXTERIOR
BY OTHERS (EMBEDMENT SEALANT JAMB INSTALLATION DETAIL
BEHIND FLANGE WOOD FRAMING OR 2X BUCK INSTALLATION
1"-MIN.
--•EDGE-DISTANGE= --
EDGE DISTANCE n� +� $
VERTICAL CROSS SECTION EasternNN z
VERTICALCROSS SECTION ��J�S R oy/i�
METAL STRUCTURE INSTALLATION
WOOD FRAMING OR 2X BUCK INSTALLATION ,moi;>-..=_.,,..,,...,........o..... �n�.na+o,ax+: `v�.��GE•NS��1Sf�-
SERIES '176' PW FIXED WINDOW IMPACT HVHZ „*.�•%//';j'�py6j26rTm
yt=
NOTES: 72""x .63" Nlflllll��
tv`
1.INTERIOR AND EXTERIOR FINISHES,BYOTHERS, FLANGE. INSTALLATION.. DETAILS '-"� ��
NOTSHOWNFORCLARITY. AT OF `
2.PERIMETER AND JOINT SEALANTBYOTNERSTOBE ORawN: D_wc No. REV pR10P G����DESIGNED IN ACCORDANCEWITH ASTM E2112AIL saE DATE oa��ea BO��
NTS, 02/23/14 3 OF 5
REVISIONS
REVDESCRIPTION DALE APPROVED
A REMOVED FLUSH INSTALLATION 07/23/14 R.L.
B REVISED.INSTALLATION DETAILS be/23%15 R:L.
APPROVED
SEALANT
BEHIND FIN 1 '1/4" MIN.
EMBEDMENT
#B WOOD WOOD
SCREW FRAMING
BY OTHERS
-{ 1/4":MAX. WOOD FRAMING, 1/4" MAX
7/16" MIN T SHIM SPACE BY.OTHERS I SHIM'SPACE
T-
EDGE DISTANCE r
INTERIOR
U 1 1/4•' OO
MIN.
EMBEDMENT
EXTERIOR INTERIOR T
µ8 WOOD oQ�
SCREW
APPROVED
SEALANT EXTERIOR
BEHIND FIN 7/16--MIN
EDGE DISTANCE
n JAMB;INSTALLATION DETAIL
1J WOOD FRAMING OR 2X BUCK INSTALLATION
a
�j
1/4- MAX NOTES:
-- - _ SHIM SPACE 1.INTERIORANDEXTERIOR FINISHES.BYOTHERS.
- — - - — ---- -- -- - —NOTSHOWNFOR.CLARI Y.
P-PERfMETER AND JOINT SEALANT BY OTHERS TO BE
7/16" MIN j — DESIGNED IN ACCORDANCE WITH ASTM E2f12
EDGE DISTANCE \
SCREW --_-
_SIGNED 'O6/24/2015,a V
FRAMING
1 1/4" MIN. BY OTHERS -M.A-C &I%—
Eastern
APPROVED EMBEDMENT
w, . ���.�.
SEALANTVERTICAL CROSS SECTION �.:= _:a t: a*wm+v+�2 �� \6E•NS-'�S
BEHIND FIN ` �, F
WOOD FRAMING OR 2XBUCK INSTALLATION SERIES '176- PW' FIXED WINDOW IMPACT HVHZ *• A
72" x 63" — ••
FIN INSTALLATION DETAILS �j0.` &TATE OF •:�:
DRAWN: 04YC N0. REV '�►s G
SCALE NTS oArE 02/23/14 08 sOEET540F 5 B ��lis74NACE \S
L. Roberto Lomas P.E. 13-0328.09-COMP
233 W.Main St
Danville,VA 24541
434-688-0609
rllomas@lrlomaspe.com j
June 8, 2015 4
f
Ref. N.O.A. 13-0328.09
Manufacturer: E.I. DuPont De Nemours & Co., Inc.
DuPont P&IP Chestnut Run Plaza, 712/161, P.O.Box 80712
Wilmington,DE 19880 r
Product: DuPont White SentryGlas@ Interlayer
To Whom It May Concern:
I
This is to certify that I have reviewed all documentation for the above mentioned N.O.A. After
my review and to the best of my —I found that the products in the _ . .A�listed a ove
comp y with the requirements of the on a Building Code 5'h Edition (2014).
Please note,that I don't have nor will acquire a financial interest in any company manufacturing or
distributing the product(s) for which the reports are being issued. a
Also, I don't have nor will acquire a financial interest in any other entity involved in the approval
process of the listed product(s). F
Sincerely, !
��1�1111.1!l��i
•9�� 4
�. ��G rus
e •s
;10 - TAT OF ;��
��
� �•'c1DRla�' A.
t4NAt
Luis R. Lomas P.E.
FL No.: 62514
i
1 of 1
I
1
MIAM11-DAIDEM MIAMI-DADS COUNTY
PRODUCT CONTROL SECTION
11805�SW 26 Street,Room 208
DEPARTAIENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADIVIINISTRATION DIVISION T(786)315-2590' F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) ivww.ihifnildade:aovfecononiv
E.I.DuPont De Nemours.&Co.,be..
DuPont P&IP Chestnut Run,Plaza,712/161,P.O.Box 80712
Wilmington,DE 19880
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AH .. j
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section (in Miami Dade County)and/or the AHJ(in areas other than Mituni Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this'product or material fails to
perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may '
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction, RER
reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control
Section that this product or material fails to meet the requirements ofthelapplicable building..code.
This product is approved as described herein,and has.been designed to comply with theYlorida Building
Code,including the High Velocity Hurricane Zone.
DESCRIPTION:DuPont White SentiyGlas®Interlayer
APPROVAL DOCUNI]✓NT:Drawing No. 13-0328.09,titled"DuPont White SentryGlas®interlayer",
Sheet 1 of 1,dated.06/04/2013,prepared by E..I.DuPont De Nemours&Co.,Inc;signed and sealed by Allan f
A.Kozich,P.E.,bearing the Miami-Dade County Product Control approval stamp with the Notice of f
Acceptance number and approval date by the Miami-Dade County Product Control Section. #(
MISSILE IMPACT RATING:None +
LIMITATION:This is not a structural approval.,
LABELING: Laminated lites under this Product Approval shall be permanently marked in a corner of the glass with:
"MDCA-White SentryGlas®',standing for'Miami Dade County Approved—;White SentryGlas®',and the a
laminator's identification mark. These marks shall be applied by the individual laminator,producing the finished
laminated glass product containing the White SentryGlas®interlayer.
RENEWAL of this NOA shall be considered after a renewal application has been filedfand there has been no change
in the applicable building code negatively affecting the performance of this product. i
TERMINATION of this NOA will occur after the expiration date or if there has been,a revision or change in the +
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for
sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of `
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is,ldisplayed,then it shall be done
in its entirety.
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official +
This NOA consists of this page 1 and evidence page E-1,as%veil as approval document mentioned above.
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
NOA No.13-0328.09
MIAMI•DADECOUNTY +Expiration Date:July 4,2018
!3 Approval Date:July 4,2013
Page 1
I
� I'
E.I.DuPont De Nemours&Co..Iue.
i
i
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 13-0328.09,titled"DuPont White SentryGlasO Interlayer", Sheet 1 of 1,
dated 06/04/2013,prepared by E. I. DuPont De Nemours&Co.,Inc,signed and
sealed by Allan A. Kozich,P.E.
i
f
B. TESTS
Test reuort Standard Date Signature h
1. B7882.01-106-18 ASTM 01929 02/26/13 Gary T. Hartman,P.E. r
2. B7882.01-106-18 ASTM D 635 02/26/13 Gary T. Hartman,P.E.
3. B7882.01-106-18 ASTM D 2843 02/26/13 Gary T. Hartman,P.E.
4. 137882.01-106-18 ASTM G 155 02/26/13 Gary T. Hartman,P.E.
5. B7882.01-106-18 ASTM C 158 02/26/13 Gary T.Hartman,P.E. i
C. CALCULATIONS
1. None.
r
D. QUALITY ASSURANCE f
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
I
E. MATERIAL CERTIFICATIONS
1. None.
i
F. STATEMENTS
1. Statement letter of code conformance to 2010 FBC and no financial interest issued by
Allan A. Kozich & Associates, dated 06/11/2013, signed and sealed by Allan A.
Kozich,P.E.
O��I2f/Z0 i3
Carlos N.Utrera,P.E.
Product Control Examiner
NOA No.13-0328.09
Expiration Date:July 4,2018
Approval Date: July 4,2013
E-1
t
e • I
DUPONT WHITE SENTRYGLASO INTERLAYER
I
PRODUCT DESCRIPTION
1N- IN 9-1
MANUFACTURED BY: E.I. DUPONT DE NEMOURS&CO.,,INC.
DESCRIPTION: A PLASTIC INTERLAYER MATERIAL WHICH IS
FACTORY LAMINATED TO A MINIMUM OF TWO PIECES OF GLASS.
A TYPICAL GLAZING IS MADE OF THE FOLLOWING COMPONENTS:
(MINIMUM THICKNESS INDICATED. MULTIPLEIPLIES OF INTERLAYER
r s� TO BE USED AS NECESSARY).
I ;
A B C A - 1/8"(3.0 mm Annealed Glass
SECTION B - .0.062" 1.58.mmiDuPont White SentntG16s@ Interlayer
C - 1/8"'(3.0 mm Annealed Glass I
i
MATERIAL CHARACTERISTICS'
White Sentr GIat@ Interlayer
Test Properties
Flash Ignition Temperature.[1] ASTM D 1929 —7520E—.'; j
Self-Ignition Temperature[i] ASTM D 1929 770°F
Average Smoke Density Rating[1] ASTM D 2843 5.9 '
Linear Rate.of Burn[1.1ASTM D 635 0 Cm/min;Gass'CC1 �
Average Modulus of Rupture(1) ASTM C 158702 Weatheting(ASTM G455-0Sa)
Before After
4,692 psi 4,752 psi
Average Change: +1.7%
NOTES:
[1]62 mil(1.$8 min)thickness DuPont White SentryGlasO Interlayer Sample j
(2]DuPont White SentryGlas®Interlayer By Itself Does Not Comply With The Florida Building Code
i I
I
j C
THIS IS A COMPONENT APPROVAL AND DOES NOT INCLUDE AN EVALUATION OF STRUCTURAL PERFORMANCE OF THIS h,
COMPONENT. SYSTEMS INCORPORATING THIS COMPONENT SHALL APPLY FOR A PRODUCT APPROVAL TO THIS
OFFICE AND SHALL SUBMIT REPORTS AND OTHER REQUIRED DOCUMENTS SHOWING THAT THE SYSTEM USING THIS ;I
COMPONENT WILL RESIST THE LOADS ACCORDING TO CHAPTER- 15 OF THE FLORIDkBUILDING CODE.
DuPont White SdntryGlas®
4
Interiaver
I I
E.I. duPont de Nemours &Co., Inc,
DuPont P&IP-GLS j
Chestnut Run Plaza Bldg 712/161
P. O. Box 80712
Wilmington DE 19880-0712
Phone: 30,12-999-2125
Dwg.# 13-0328.09; Sheet 1 of 1 1,
Drawing Date: 06/04/13
Allan A. Kozich, PE
Registration# 16864
JUN 11 2011
L. Roberto Lomas P.E. Engineering Evaluation Report
233 W.Main St
DanAle,VA 24541 Report No.: 5130438
434-688-0609
rllomas@lrloniaspe.com
Manufacturer: Eastem Architectural Systems
16341 Domestic Ave.
FT Myers, FL 33912
Product Line: Series 176 PW Fixed Window 72"x 63"Impact HVHZ
Compliance.
The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of
Business and Professional Regulation for Statewide Acceptance per Rule 61G20-3.005 method 1(a).The product listed II
herein complies with requirements of the current Florida Building Code.
r
Supporting Technical Documentation: C
1. Approval document:drawing number 08-62294 Revision B, prepared,signed and sealed by Luis Roberto Lomas
P.E.
2. Report No.:ESPO11976P-1 &3 signed and sealed by Ramesh C. Patel P.E.
Element Materials Technology,Wausau,WI
AAMANVDMA/CSA 101/I.S.2/A440-05/08/11
Design pressure: t125.Opsf
Water penetration resistance 15.Opsf
ASTM El 886-05 and ASTM E1996-09
ASTM E1886/E1996 Large Missile Impact, Level D,Wind Zone 4
ASTM E1886/E1996 Cyclic Load Test,t80.Opsf design pressure
3. Report No:ESP01197613-1D&3D signed and sealed by Ramesh C. Patel P.E.
Element Materials Technology,Wausau,WI
TAS 201-94 Large Missile Impact Test, Level D,Wind Zone 4
TAS 202-94 Uniform Static Air Pressure,t125.Opsf design pressure,water penetration resistance:t15.Opsf I
TAS 203-94 Cyclic Pressure loading t80.Opsf design pressure.
4. Anchor calculations, report number 513043-1,prepared, signed and sealed by Luis Roberto Lomas P.E.
Limitations and Conditions of use. i
• Maximum design pressure: t80.Opsf
• Maximum unit size: 72"x 63"
• Units must be glazed per ASTM E1300-04,see installation instructions for glass details.
• This product is rated to be used in the HVHZ.
• This product is impact resistant and does not require impact protection in wind borne debris regions.
• Frame material to be rigid PVC.
Installation:Units must be installed in accordance with approval document,08-02294 Revision B.
Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company
manufacturing or distributing the product(s)for which this report is being issued.Also, I don't have nor will acquire a i
financial interest in any other entity involved in the approval process of the listed product(s).
`��`S R• t D��ii�
v�•��CENS ••cp�'`�
•
TAT OF
On*
. `�v
0RID't-
40NAI.
���111111111��\
1 of 1 Luis R.Lomas, P.E.
FL No.:62514
06/23/2015
4