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Product Approval USER:Public Use
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FL# FL14604-R5
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 if necessary.
Comments
Archived
Product Manufacturer Eastern Architectural Systems
Address/Phone/Email 16341 Domestic Ave.
Ft. Myers,FL 33912
(800)432-2204 Ext 4305
jflesher@easternmetal.com
Authorized Signature James Flesher
jflesher@easternmetal.com
Technical Representative Timothy J. Hoard
Address/Phone/Email 10030 Bavaria Road
Fort Myers,FL 33913
(800)432-2204 Ext 4314
thoard@easternmetaI.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Single 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 506 2006
AAMA 506 2008
AAMA/WDMA/CSA 101/I.S.2/A440 2005
ANSI/AAMA/NWWDA 101/I.S.2 1997
ASTM E1886 2002
ASTM E1886 2005
ASTM E1996 2005
ASTM E1996 2002
ASTM E1996 2006
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgsw8ZVNfe8A7badr... 11/20/2017
Florida Building Code Online Page 2 of 4
Product Approval Method Method 1 Option A
Date Submitted 01/25/2017
Date Validated 02/03/2017
Date Pending FBC Approval
Date Approved 02/06/2017
Summary of Products
FL# Model,Number or Name Description
14604.1 Series 1000 Non-Impact Aluminum Series 1000 Non-Impact Aluminum SH
SH
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14604 R5 C CAC NI006177.01-R4-sianed.odf
Approved for use outside HVHZ:Yes FL14604 R5 C CAC NI006177.02-R2-signed.pdf
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +45/-45 06/30/2020
Other: Installation Instructions
FL14604 R5 II 08-02477.odf
Verified By: Luis R. Lomas, P.E.62514
Created by Independent Third Party: Yes
Evaluation Reports
FL14604 R5 AE 513233.odf
Created by Independent Third Party: Yes
14604.2 Series 1431 Non-Impact Vinyl SH Series 1431 Non-Impact Vinyl SH Nailing Fin
Nailing Fin
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14604 R5 C CAC NI010607-R2-signed.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 12/31/2019
Design Pressure: +50/-50 Installation Instructions
Other:Configuration: O/X Vent Size: W-44.38"H-35" FL14604 R5 II 08-00556B.odf
Glazing: 3/4"Overall I.G. Verified By: Luis R. Lomas, P.E. Florida P.E.62514
Created by Independent Third Party: Yes
Evaluation Reports
FL14604 R5 AE 510945.Ddf
Created by Independent Third Party: Yes
14604.3 Series 1441 Non-Impact Vinyl SH Series 1441 Non-Impact Vinyl SH Flange
Flange
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL14604 R5 C CAC NI010813-R2-signed.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/30/2020
Design Pressure: +50/-50 Installation Instructions
Other:Configuration: O/X Vent Size: W-50.38"H-35.13" FL14604 R5 II 08-00558B,pd
Glazing: 3/4"Overall I.G. Verified By: Luis R. Lomas,P.E. Florida P.E. 61514
Created by Independent Third Party: Yes
Evaluation Reports
FL14604 R5 AE 510947A.odf
Created by Independent Third Party: Yes
14604.4 Series 2451 Impact Vinyl SH Series 2451 Impact Vinyl SH Nailing Fin
Nailing Fin
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14604 R5 C CAC NI012533-R2.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/28/2022
Design Pressure: +50/-50 Installation Instructions
Other: Configuration: O/X Max. Frame Size: W-48"H-72" FL14604 R5 II 08-00562B.pdf
Max.Vent Size: W-44.25"H-35"Glazing: 3/4"Overall Verified By: Luis R. Lomas,P.E. Florida P.E. 62514
Laminated IG Created by Independent Third Party: Yes
Evaluation Reports
FL14604 R5 AE 510951.12df
FL14604 R5 AE NOA SaFlex PVB 15-1201.11.odf
Created by Independent Third Party: Yes
14604.5 Series 2451 Impact Vinyl SH Series 2451 Impact Vinyl SH Nailing Fin
Nailing Fin
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgsw8ZVNfe8A7badr... 11/20/2017
Florida Building Code Online Page 3 of 4
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14604 R5 C CAC NI013364.02.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 09/30/2018
Design Pressure: +50/-50 Installation Instructions
Other: Configuration: O/X Max. Frame Size: W-48"H-72" FL14604 R5 II 08-02914.Ddf
Glazing: 3/4"Overall Laminated IG Verified By: Luis R. Lomas, P.E.62514
Created by Independent Third Party: Yes
Evaluation Reports
FL14604 R5 AE 513739.Ddf
Created by Independent Third Party: Yes
IN
14604.6 eries 2461 Impact Vinyl SH Flange Series 2461 Impact Vinyl SH Flange
Limits of Use Certification Agency Certificate
Approved for to HVHZ: No FL14604 R5 C CAC NI013364.03.Ddf
r use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 09/30/2018
Design Pressure: +50/-50 Installation Instructions
Other:O/X Max. Frame Size: W-53 1/8"H-72"Glazing: FL14604 R5 II 08-02915,od
3/4"Overall Laminated IG Verified By: Luis R. Lomas,P.E. 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL14604 R5 AE 513740.odf
Created by Independent Third Party: Yes
14604.7 Series 2461 Impact Vinyl SH Flange Series 2461 Impact Vinyl SH Flange
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14604 R5 C CAC NI012533.01-R3.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/28/2022
Design Pressure: +50/-50 Installation Instructions
Other:Configuration: O/X Vent Size: W-51"H-34.5' FL14604 R5 II 08-00564B.Ddf
Glazing: 3/4"Overall Laminated IG Verified By: Luis R. Lomas, P.E. Florida P.E. 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL14604 R5 AE 510953A.Ddf
FL14604 R5 AE NOA Saflex PVB 15-1201.11.Ddf
Created by Independent Third Party: Yes
14604.8 Series FWI 1000 Impact Aluminum Series FWI 1000 Impact Aluminum SH
SH
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14604 R5 C CAC NI009020.01-R2-sioned.Ddf
Approved for use outside HVHZ:Yes FL14604 R5 C CAC NI009020.02-Rl-signed.pdf
Impact Resistant:Yes FL14604 R5 C CAC NI009020.03-112-s6aned.Ddf
Design Pressure:N/A FL14604 R5 C CAC NI010670.01-111.pdf
Other: See drawing 08-02476 for design pressures. FL14604 R5 C CAC NI010670-RS-sianed.odf
Quality Assurance Contract Expiration Date
12/31/2019
Installation Instructions
FL14604 R5 II 08-02476.Ddf
Verified By: Luis R. Lomas, P.E. Florida P.E. 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL14604 R5 AE 513232.Ddf
FL14604 R5 AE NOA 14-0423.16.PDF
FL14604 R5 AE NOA Saflex PVB 15-1201,11.Ddf
Created by Independent Third Party: Yes
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Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Convrioht 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 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 herr_.
Product Approval Accepts:
® ® ® ,otic_ ■
Credit Card
Safe
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgsw8ZVNfe8A7badr... 11/20/2017
REVISIONS
REV DESCRIPTION DATE APPROVED
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. DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 16. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL.
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
3. 1 X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 17. ALL FASTENERS TO BE CORROSION RESISTANT.
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE 18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI.
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, WITH Fm= 2,000 PSI.
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH D. METAL STRUCTURE: STEEL 18GA (.048"), 33KSI OR ALUMINUM 6063—T5 .048" THICK
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. MINIMUM
6. WHERE 1X 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 1/16" 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 E1300-04/09, SEE SHEET 2 FOR GLASS DETAILS.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
14. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
SIGNED:05/25/2016
wEastern
FSR;, �.F-9 `J \�ENB'y7s�y
TABLE OF CONTENTS SERIES 2461 VINYL EQUAL LEG FRAME IMPACT *• p
SHEET N0. DESCRIPTION SINGLE HUNG WINDOW — 53 1/8" X 72" Or-��,�, OF •Q
NOTES :,;o—;-
�4
1 NOTES PRAWN: DWG N0. REV �i '.'�[ORIO�;•�C�
2 ELEVATION N.G. aArE 08-02915 — /sj�B��AlA11���\��`
3 — 5 INSTALLATION DETAILS NTS 05/24/16 1 OF 5
REVISIONS
53 1/8" MAX FRAME WIDTH REv OESCPoPIION DATE APPROVED
•• MAX. T21" MAX 6" MA -
O.C.
6" MAX.
3/4"
/ 1/8" ANN
O .090" PVN BY EASTMAN
12" / 1/8" ANN 1/8" ANN
MAX O.C.
72" T-- EXTERIORALUMIUM REIN
BUTYLNSWIGGLE FORCED
MAX I SPACER SYSTEM
FRAME /
HEIGHT5/8" BI
J TE INTERIOR
x
BACK BEDDING
GLAZING DETAIL TREMCO 5-900 OR DOW CORNING 995
6" MAX.
SERIES 2461 SINGLE HUNG WINDOW
EXTERIOR VIEW
DESIGN PRESSURE RATING I IMPACT RATING
t50.OPSF LARGEANDSMALL
MISSILE IMPACT
NOTES:
1. MAXIMUM SASH SIZE: 51" X 34 1/2"
2. MAXIMUM D.L.O.: 48 1/8" X 32 5/8° SIGNED.0512512016
3. (2) 1" X 1/8" WEEP SLOTS AT 3 1/2" FROM EACH CORNER OF JAMB AND SILL.
FwsTEm�NiartEcniRA�•mee
w Eastern °^�° �wIt Lo/�
E,a>Enn rErra sn.�r ��\$ R,��0A
.//
HARDWARE SCHEDULE "
A (2)FS-550 SPRING LOADED BALANCE SYSTEM AT EACH JAMB SERIES 2461 VINYL EQUAL LEG FRAME IMPACT *• 0 *=
B. (2)METALLIC TILT LATCH SPRING LOADED AT 1 12"FROM EACH SASH TOP RAIL SINGLE HUNG WINDOW — 53 1/8 X 72" �E OF *:
ELEVATION
C. (2)ALUMINUM IMPACT CLIP REINFORCEMENT AT 112"FROMEACH SASH TOPRAIL iCo. l��ll�
D. (2)CAST ALUMINUM CPM LOCKS AT 10"FROM EACH JAMB ON SASH TOP RAIL DRAWN: DWO NO. REV �',►•;�C
E. EXTRUDED ALUMINUM REINFORCEMENTAT FIXED MEETING RAIL _ 8 .0R10'O\\
G. (2)METALLICILL INTERLOCKS RT FRAME SILL 15"FROM EACH SILL CORNER S NTS w'� 05/24/16 08-02915
8 SHOE-2 5OF 5 /,/'810111111110�\\\
1/2" MIN. REVISIONS
EDGE DISTANCE REV DESCRIPTION DATE APPROVED
WOOD FRAMING
OR 2X BUCK
BY OTHERS
1 3/8" MIN.
EMBEDMENT
BACKER ROD O 1/4" MAX.
& APPROVED SHIM SPACE
SEALANT
#10 WOOD SCREW 1 3/8" MIN. F 1/4" MAX.
EMBEDMENT SHIM SPACE INTERIOR
><r
1/2" MIN.
EDGE DISTANCE
#10 WOOD
a INTERIOR SCREW
p
WOOD FRAMING �
EXTERIOR 0 OR 2X BUCK
BY OTHERS BACKER ROD EXTERIOR
0
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
SILL TO BE SET
IN A BED OF
APPROVED STRUCTURAL
SEALANT.
BACKER ROD
& APPROVED 1/4" MAX.
SEALANT OF SHIM SPACE
WOOD FRAMING 1
OR 2X BUCK
BY OTHERS
SIGNED:05/25/2016
VERTICAL CROSS SECTION
EASTERR MCS"rtECiURK arsrENa
�
WOOD FRAMING OREastern
2KBUCKINSTALLATION ��►� FwsreRRiOiis°vwr ��\\\\19�I`O�N
,ea.,00r�snc�� ���J�S •�y��i
.�,iiw��Lwww i w�e�iii FpiT MYERS,FL]N13
SERIES 2461 VINYL EQUAL LEG FRAME IMPACT *• 0 5 *=
NOTES: SINGLE HUNG WINDOW — 53 1/8" X 72"
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, =O
INSTALLATION DETAILS
NOT SHOWN FOR CLARITY ��D, TAT
2.PERIMETER AND JOINT SEALANT BYOTHERS TO BE ��' F
DRAWN: N0. REV
DESIGNED INACCORDANCE MTHASTME2112 DWG i �S,[OR10P
scA�E 08 50915
NTS DATE 05/24/16 3 OF 5
REVISIONS
3/4" MIN. REV DESCRIPTION DATE APPROVED
EDGE DISTANCE
METAL
STRUCTURE
BY OTHERS 1/4" MAX.
SHIM SPACE
APPROVED a
SEALANT
1/4" MAX.
SHIM SPACE INTERIOR
r
3/4" MIN.
#10 SMS OR EDGE DISTANCE
SELF DRILLING
SCREW O
#10 SMS OR
SELF DRILLING
SCREWS
q
METAL
OINTERIOR STRUCTURE
EXTERIOR BY OTHERS
EXTERIOR
BACKER ROD
& APPROVED
Q SEALANT
0
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
0 SILL TO BE SET
IN A BED OF
APPROVED STRUCTURAL
BACKER ROD SEALANT.
& APPROVED
SEALANT �� 1/4" MAX.
SHIM SPACE
METAL
STRUCTURE
BY OTHERS
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION SIGNED:05/25/2016
WN
EAStP./`/1 �wo��s��� \\\1 P,R"wE.0 .. \\\\ R. LO N,
i�
._.._._ .._.__ o.... .F ••\GENS 9�P�,.
SERIES 2461 VINYL EQUAL LEG FRAME IMPACT =*• 0 5 *=
NOTES: �
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, SINGLE HUNG WINDOW - 53 1/6" X 72" T
NOT SHOWN FOR CLARITY INSTALLATION DETAILS : OF
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE DRAWN: DWG NO. REV c�S cC 0 R Mt
DESIGNED IN ACCORDANCE WITH ASTME2112 N.G. DATEOB s02B15 - OIyAL1Ea\�\\
NTS
05/24/16 4 OF 5
2 1/2" MIN. REVISIONS
EDGE DISTANCE REV DESCRIPTION DATE APPROVED
CONCRETE/MASONRY
BY OTHERS " e
°• ' 1 1/4" MIN.
°
OPTIONAL 1X BUCK ` 14 •°. ' EMBEDMENT
SEE NOTES 3 — 7 1 1/4" MIN.
SHEET 1 '�" EMBEDMENT
CONCRETE/MASONRY
BACKER ROD
0 BY OTHERS
& APPROVED 1/4" MAX. OPTIONAL 1X BUCK a 1/4" MAX.
SEALANT SHIM SPACE SEE NOTES 3 — 7 �' SHIM SPACE
SHEET 1
3/16" TAPCON 3/16" TAPCON •� INTERIOR
c
e'v
2 1/2"
EXTERIOR O INTERIOR MIN. ` , . p
EDGE
IBJ DISTANCE O
0 BACKER ROD EXTERIOR
& APPROVED
SEALANT
SILL TO BE SET JAMB INSTALLATION DETAIL
IN A BED OF CONCRETE/MASONRYINSTALLATION
BACKER ROD APPROVED STRUCTURAL
& APPROVED SEALANT.
SEALANT
1/4" MANOTES:
OPTIONAL 1X BUCK o X.
SEE NOTE 3 — 7 SHIM SPACE 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
SHEET 1 NOT SHOWN FOR CLARITY.
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
CONCRETE/MASONRY ° • SIGNED:05/25/2016
BY OTHERS a
' �.Ea•.Aop wE��
Eastern ��a� ETw—. `���5 R. L0
° a •a I'�� ro�R'r Rr�re�A 2 �� J\ EN
VERTICAL CROSS SECTION SERIES 2461 VINYL EQUAL LEG FRAME IMPACT _*• 0 6
SINGLE HUNG WINDOW — 53 1/8" X 72"
19
CONCRETE/MASONRYINSTALLATION INSTALLATION DETAILS
DRAWN: DWG N0. REV %O'PFS'c�OR10P C�� ��\
N.G. onTe 08-0291 5 -
NTS 05/24/16 5 OF 5
Alk SCA-E