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�OFFICEOFTHE FL# FL14593-R6
SECRETARY
Application Type Revision
Code Version 2020
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived ❑
Product Manufacturer Eastern Architectural Systems
Address/Phone/Email 16341 Domestic Ave.
Ft. Myers, FL 33912
(800)432-2204 Ext4305
jflesher@easternmetal.com
Authorized Signature James Flesher
jflesher@easternmetal.com
Technical Representative Jim Flesher
Address/Phone/Email 10030 Bavaria Rpad
Fort Myers, FL 33913
(800)432-2204
jflesher@easternmetal.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Double Hung
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/1.5.2/A440 2011
ASTM E 1886 2012
ASTM E 1996 2012
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL14593 R6 Equiv FL14593 AAMA EQ,pdf
FL14593 R6 Equiv FL14593 ASTM EQ,pdf
Product Approval Method Method 1 Option A
https://www.floridabuiIding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquxTVBjriRcYkPrfmOgmnVChlYilAkOiSFTJ9jYLGgmhg%3d%3d 1/3
2/18/2021 Florida Building Code Online
Date Submitted 10/24/2020
Date Validated 10/26/2020
Date Pending FBC Approval
Date Approved 11/02/2020
Summary of Products
FL# Model,Number or Name Description
14593.1 Series 1531 Non-Impact Vinyl Double Series 1531 Non-Impact Vinyl Double Hung
Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL14593 R6 C CAC NIO10606-R3.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 02/28/2024
Design Pressure: +50/-50 Installation Instructions
Other: Maximum Size: 48"x 72" Nailing Fin Installation. FL14593 R6 II 08-00560B.pdf
Frame material to be rigid PVC from Deceuninck North America Verified By: Luis R. Lomas, P.E. 62514
AAMA Certified (DEP-1) Created by Independent Third Party: Yes
Evaluation Reports
FL14593 R6 AE 510949A.pdf
Created by Independent Third Party: Yes
14593.2 Series 1541 Non-Impact Vinyl Double Series 1541 Non-Impact Vinyl Double Hung
Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL14593 R6 C CAC NIO10606.01-R3.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 10/31/2024
Design Pressure: +50/-50 Installation Instructions
Other: Maximum Size: 47 1/2"x 71 1/2" Flange Installation. FL14593 R6 II 08-00621B.pdf
Frame material to be rigid PVC from Deceuninck North America Verified By: Luis R. Lomas, P.E. 62514
AAMA Certified (DEP-1) Created by Independent Third Party: Yes
Evaluation Reports
FL14593 R6 AE 511004B.pdf
Created by Independent Third Party: Yes
14593.3 Series 2551 Impact Vinyl Double Series 2551 Impact Vinyl Double Hung
Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL14593 R6 C CAC NIO10606-R3.pdf
Approved for use outside HVHZ: Yes FL14593 R6 C CAC NIO10628-R2.pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +50/-50 02/28/2024
Other: Maximum Size: 48"x 72" Nailing Fin Installation. Installation Instructions
Frame material to be rigid PVC from Deceuninck North America FL14593 R6 II 08-00566B.pdf
AAMA Certified (DEP-1) Verified By: Luis R. Lomas, P.E. 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL14593 R6 AE 510955A.pdf
Created by Independent Third Party: Yes
14593.4 Series 2561 Impact Vinyl Double Series 2561 Impact Vinyl Double Hung
Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL14593 R6 C CAC NIO10606.01-R3.pdf
Approved for use outside HVHZ:Yes FL14593 R6 C CAC NIO10629-R2.pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +50/-50 09/30/2024
Other: Maximum Size: 48"x 72" Flange Installation. Frame Installation Instructions
material to be rigid PVC from Deceuninck North America AAMA FL14593 R6 II 08-00620B.pdf
Certified(DEP-1) Verified By: Luis R. Lomas, P.E. 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL14593 R6 AE 511005B.pdf
Created by Independent Third Party: Yes
Back Next
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
mail 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 an email address if they have one.The emails
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquxTVBjriRcYkPrfmOgmnVChlYilAkOiSFTJ9jYLGgmhg%3d%3d 2/3
2/18/2021 Florida Building Code Online
provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a 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 455,F.S.,please click here.
Product Approval Accepts:
® in ® E
Credit Card
Safe
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquxTVBjriRcYkPrfmOgmnVChlYilAkOiSFTJ9jYLGgmhg%3d%3d 3/3
NOTICE OF PRODUCT CERTIFICATION
to CERTIFIcq,.o
pCrk
iL �OfT,r+ CERTIFICATION NO: NI010606.01-113
® DATE: 05/09/2011
N 1 CERTIFICATION PROGRAM: Structural
COMPANY: Eastern
7`'�FsreHY►�' `� CODE: 1783-1
EDP REVISION DATE: 03/03/2020
To verify that the"Notice of Product Certification"is valid,please visit www.NAMICertification.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 "1541/2561"
16341 Domestic Avenue Vinyl Double Hung Window
Ft. Myers, FL 33912 w/Flange
Configuration:X/X
Glazing:Insulating Glass(Annealed)
Frame: W-1206mm(47.5") H-1816mm(71.5")
Sash: W-1127mm(44.38") H-908mm(35.75")
SPECIFICATION PRODUCT RATING
AAMA/WDMA/CSA 101/I.S.2/A440-05 H-R50 1206 x 1816 (48 x 72
Product Tested By: Architectural Testing, Inc.
Report No: 77631.06-501-47
Expiration Date: October 31, 2024
Administrator's Signature:
NATIONAL ACCREDITATION AND
MANAGEMENT INSTITUTE, INC.
4794 George Washington Memorial Highway
Hayes,VA 23072
Tel: (804) 684-5124
Fax: (804) 684-5122
NOTICE OF PRODUCT CERTIFICATION
to CERTIFIcq,.o
pCrk
iL �OfT,r+ CERTIFICATION NO: NI010629-R2
® DATE: 05/13/2011
N 1 CERTIFICATION PROGRAM: Structural
COMPANY: Eastern
7`'�FsreHY►�' `� CODE: 1783-1
EDP REVISION DATE: 03/03/2020
To verify that the"Notice of Product Certification"is valid,please visit www.NAMICertification.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 "2561" Impact Rated
16341 Domestic Avenue Vinyl Double Hung Window
Ft. Myers, FL 33912 w/Flange
Configuration:X/X
Glazing:IG-1/8"Annealed Glass/
Laminate-1/8"Annealed Glass/0.090"PVB by Solutia/
1/8"Annealed Glass
Frame: W-1219mm(48") H-1829mm(72")
Sash: W-1130mm(44.5") H-914mm(36")
SPECIFICATION PRODUCT RATING
ASTM E1886-02/E1996-02 Design Pressure: +50/-50 psf
Wind Zone 4-Missile Level D
Product Tested By: Certified Testing Laboratories.
Report No: CTLA-2062W-7
Expiration Date: September 30, 2024
Administrator's Signature:
NATIONAL ACCREDITATION AND
MANAGEMENT INSTITUTE, INC.
4794 George Washington Memorial Highway
Hayes,VA 23072
Tel: (804) 684-5124
Fax: (804) 684-5122
L. Roberto Lomas P.E. Engineering Evaluation Report
1432 Woodford Rd.
Lewisville,NC 27023 Report No.: 511OO5B
434-688-0609
rllomas@lrlomaspe.com
Manufacturer: Eastern Architectural Systems
16341 Domestic Ave.
FT Myers, FL 33912
Product Line: 2561 Double Hung Window
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 61 G20-3.005 method 1(a). The product listed
herein complies with requirements of the current Florida Building Code.
Supporting Technical Documentation:
1. Approval document: drawing number 08-00620 Revision B, prepared, signed and sealed by Luis Roberto
Lomas P.E.
2. Test Report No.: CTLA-2062W-7 signed and sealed by Ramesh Patel, P.E.
Certified Testing Laboratories, Orlando, FL.
ASTM E1886/E1996 Large Missile Impact Test, Level D,Wind Zone 4
Cyclic Load Test, ±50.0 psf design pressure
3. Test Report No.:ATI 77631.06-501-47 signed by Lynn George
Architectural Testing, Springdale, PA.
AAMA/WDMA/CSA 101/I.S.2/A440
Design pressure: ±50.16psf
Water penetration resistance 7.52psf
4. Anchor calculations, report number 511005-1A, prepared, signed and sealed by Luis Roberto Lomas P.E.
Limitations and Conditions of use:
• Maximum design pressure: ±50.Opsf
• Maximum unit size: 48"x 72"
• Units must be glazed per ASTM E 1300 see installation instructions for glass details.
• This product is not rated to be used in the HVHZ.
• This product is impact resistant and does not require impact protection in wind borne debris regions.
• PVC profiles certified by AAMA Deceunick North America DEP-1 and VBP-2
Installation:
Units must be installed in accordance with approval document, 08-00620 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 financial interest in any other entity
involved in the approval process of the listed product(s).
��o R I+L
EN
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-4 0151
TAPE OF •
00
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1 of 1 Luis R. Lomas, P.E.
FL No.: 62514
10/19/2020
REVISIONS
REV DESCRIPTION DATE APPROVED
A MANUFACTURER'S NAME CHANGE 03/04/09 R.L.
B REVISED INSTALLATION DETAILS 06/19/15 R.L.
NOTES: 15. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH
1 . THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE
REQUIREMENTS OF THE FLORIDA BUILDING CODE. DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 16. ALL FASTENERS TO BE CORROSION RESISTANT.
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE 17. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
3. 1 X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1 -1/2" WINDOW UNITS MUST BE A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI.
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER).
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 18. UNITS MAY BE INSTALLED WITH OR WITHOUT ADD-ON FLANGE.
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
6. WHERE 1 X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF
THE ARCHITECT OR ENGINEER OF RECORD.
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
8. SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE
SPACE OF 1/1 6" 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 48" X 72" PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
14. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
SIGNED: 0612212015
EASTERN RN ARCHITECTURAL SYSTEMS 1
���� A DIVISION OF
■ - - - EASTERN METAL SYPPLY \��\5 R• L 0��y"�i��
/� ALUMINUM ANO ViNVL 16341 DOMESTIC AVE �� J • •'�
FORT MYERS,FLORIDA 33912 ••��E Ns�•�,%
800-032-2204 \ Nv
TABLE OF CONTENTS 2561 DOUBLE HUNG - LMI =* D51 • yt
SHEET N0. DESCRIPTION 48" X 72" -r �
NOTES ,-1 • TAT OF -
1 NOTES DRAWN: DWG NO. REV ��0��•;AC0R1OP•.���
2 ELEVATION A.M. DATE 08 s00620 B ss/QNAL•��G�\\
3 4 INSTALLATION DETAILS NTS 7/29/08 1 OF 4 <<IIII� �j
REVISIONS
REV DESCRIPTION DATE APPROVED
48" MAX FRAME WIDTH
A MANUFACTURER'S NAME CHANGE 03/04/09 R.L.
6" MAX 17 MAX 1 O.C. 6" MAX B REVISED INSTALLATION DETAILS 06/19/15 R.L.
6" MAX
O
8 1/2" / 3/4"
MAX O.C.
1/8" ANN.
72" / 1/8" ANN.
MAX /
FRAME .090" PVB BY EASTMAN
HEIGHT / 1/8" ANN.
/ SETTING
X EXTERIOR BLOCK
1/2" BITE INTERIOR
6" MAX
GLAZING DETAIL
154112561 VINYL DOUBLE HUNG WINDOW
EXTERIOR VIEW
DESIGN PRESSURE RATING IMPACT RATING
±50.OPSF LARGE
MISSILE IMPACT
SIGNED: 0612212015
EASTERN ARCHITECTURAL SYSTEMS
NOTES: '• Eastern EASTERN MIETOAL SYPPLY �`\\S11111 R, L/O//��/
1 . MAXIMUM SASH SIZE: 44 3/8" X 35 3/4" ■ 16341 DOMESTIC AVEFORT MYER
\�`\� • ' ' '
ALUMINUM ANO VINYL v • • 9 /�
2. MAXIMUM D.L.O.: 43 50" X 34 1/4" " 8 0432-2204S,FLORIDA33912 ` • ENS •Lp
2561 DOUBLE HUNG - LMI = *4- TAT
�51
48" X 72"
ELEVATION � OF •«�;
i0 .
DRAWN: DWG NO. REV
A.
08 s00620 B //S�01VAL,�����\
NTS DATE 7/29/08 2 OF 4
141
7/16" MIN. REVISIONS
EDGE DISTANCE REV DESCRIPTION DATE APPROVED
WOOD FRAMING A MANUFACTURER'S NAME CHANGE 03/04/09 R.L.
OR 2X BUCK
B REVISED INSTALLATION DETAILS 06/19/15 R.L.
BY OTHERS 1 1/4" MIN.
EMBEDMENT
BACKER ROD a 1/4" MAX. 1 1/4" MIN. /4" MAX.
& APPROVED SHIM SPACE EMBEDMENT SHIM SPACE
SEALANT
INTERIOR
7/16" MIN.
EDGE DISTANCE
D #8 WOOD SCREW O
0
0
00
#8 WOOD
SCREW a
a
WOOD FRAMING
O INTERIOR OR 2X BUCK °
BY OTHERS
EXTERIOR EXTERIOR
BACKER ROD
& APPROVED
SEALANT
Q JAMB INSTALLATION DETAIL
O Q SILL TO BE SET WOOD FRAMING OR 2X BUCK INSTALLATION
IN A BED OF
APPROVED SEALANT
BACKER ROD
& APPROVED 1/4" MAX.
SEALANT SHIM SPACE NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
WOOD FRAMING 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
OR 2X BUCK DESIGNED IN ACCORDANCE WITH ASTM E2112
BY OTHERS
SIGNED: 0612212015
VERTICAL CROSS SECTION
EASTERN ARCHITECTURAL SYSTEMS
WOOD FRAMING OR 2X BUCK INSTALLATION �� EASTERN METAL SYPPLY ���\�j1 R• L�0 /
- -�Eastern � ���'y""
■ 16341 DOMESTIC AVE \\``\• • • • • :1 111
A LUMINIJM ANO VINYL �/ CC A�
• w...o: w•«oow. •«o 000ww FORT MYERS,FLORIDA 33912 \ • `• GIY • -n
.ti 800-432-2204 ` ♦ \\ SF •y. '
2561 DOUBLE HUNG - LMI _*4- TAT
0�51
48" X 72"
INSTALLATION DETAILS � OF
DRAWN: DWG NO. REV I \
� '��• � OR10P•� �
A.M. 08-00620 B /�s tONAL
SCALE NTS DATE 7/29/08 SHEET3 OF 4
2 1/2" MIN. REVISIONS
EDGE DISTANCE REV DESCRIPTION DATE APPROVED
CONCRETE/MASONRY ° ° A MANUFACTURER'S NAME CHANGE 03/04/09 R.L.
BY OTHERS
B REVISED INSTALLATION DETAILS 06/19/15 R.L.
1 1/4" MIN.
OPTIONAL 1 X BUCK EMBEDMENT „
1 1/4" MIN. 1/4 MAX.
SEE NOTES 3 — 7
SHEET 1 EMBEDMENT SHIM SPACE
CONCRETE/MASONRY
a BY OTHERS °
BACKER ROD °
& APPROVED 1/4" MAX. a
SEALANT SHIM SPACE INTERIOR
OPTIONAL 1 X BUCK °
SEE NOTES 3 7 ° a
3/16" TAPCON SHEET 1
a v
0 D Qv
3/16" TAPCON a °
a
v
a 0
EXTERIOR n 0 2 1/2" °
uL Ll MIN. a a
INTERIOR EDGE
DISTANCE a
O v
v
°
v
v
BACKER ROD EXTERIOR
& APPROVED
SEALANT
O SILL TO BE SET JAMB INSTALLATION DETAIL
N A BED OF BACKER ROD APPROVED SEALANT CONCRETE/MASONRY INSTALLATION
& APPROVED NOTES:
SEALANT 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
1/4" MAX. NOT SHOWN FOR CLARITY.
OPTIONAL 1 X BUCK SHIM SPACE 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
SEE NOTE 3 — 7 DESIGNED IN ACCORDANCE WITH ASTM E2112
SHEET 1
CONCRETE/MASONRY
BY OTHERS
SIGNED: 0612212015
° ° ° °
4
°Q d
° ° EASTERN AA DIVISION O L SYSTEMS
a d °, .. ° ° d. ° ° ■ Eastern EASTERN METAL SYPPLY \\��\� R,• L 0/�I��j
° 16341 DOMESTIC AVE V A •Y/�
8 ° ALUMINUM n�NOU von ows FORT MYERS,FLORIDA 33912 �` �• �• EI /
/
'b.° .•. 800-432-2204 ` : � � •• '
2561 DOUBLE HUNG - LMI _*• 0�51
48" X 72"
INSTALLATION DETAILS � • TAT OF
VERTICAL CROSS SECTION 0�.� ,A�oR,�P \etc\\
CONCRETE/MASONRY INSTALLATION DRAWN: DWG NO. REV Imo' .• • . .
sAcAM DATE 08 s00620 B �� IONAI.IE�G��\
NTS 7/29/08 4 OF 4 �IIIII