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Regulation
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FL# FL14604-113
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
Address/Phone/Emelt
16341 omesti A Ave -C! , ? "
Ft.Myers,FL 33912
(800)432-2204 Ext 4314 da
thoard@eastemmetal.com a!UN i
Authorized Signature Timothy Hoard PERMITTING
thoard@easternmetal.com St. Ludie County, FL
Technical Representative Timothy J.Hoard
Address/Phone/Email 10030 Bavaria Road
Fort Myers,FL 33913
(800)432-2204 Ext 4314
thoard@eastemmetal.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 Ye>!t•
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
http://vwwv.floridabuilding.arg/pr/pr app_dtl.wpx?param—wGEVXQwLDgsw8zVNfe8A'7b... 7/8/2015
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 10/30/2014
Date Validated 06/05/2015
Date Pending FBG Approval
Date Approved 06/14/2015
Summary of Product
FL# Model,Number or Name Description
14604.1 Series 1000 Non-Impact Aluminum Series 1000 Non-Impact Aluminum SH
SH
Limit of Use Certification Agency Certificate
Approved for use in HVHZ:NO FL14604 R3 C CAC NI006177.01-R4-signed.gdf
Approved for use outside HVHZ:Yes FL14604 R3 C CAC N1006177.02-R2-sianed.adf
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure:+45/-45 06/30/2020
Other Installation Instructions
F114604 R3 II 08-02477.odf
Verified By: Luis R.Lomas,P.E.62514
Created by Independent Third Party:Yes
Evaluation Report
FL14604 R3 AE 513233.Rdf
Created by Independent Third Party:Yes
14604.2 Series 1431 Non-Impact Vinyl SH Series 1431 Non-Impact Vinyl SH Nailing Fin
Nailing fin
Umits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14604 R3 C CAC N1010607-R2-sianed.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Data
Impact Reststanb No 12/31/2019
Design Pressure:+50/-50 Installation Instructions
Other:Configuration:O/X Max.Frame Size:W-48'H-72' FL14604 R3 ii 08-005565.adf
Max.Vent Size:W-44.38'H-35'Glazing:3/41 Overall I.G. Verified By: Luis R.Lomas,P.E.Florida P.E.62514
Created by Independent Third Party:Yes
Evaluation Report
FL14604 R3 AE 510945.odf
Created by Independent Third Party:Yes
14604.3 Series 1441 Non-Impact Vinyl SH Series 1441 Non-Impact Vinyl SH Flange
Flange
Umits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14604 R3 C CAC N1010813-R2-sianed 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 Max.Frame Size:W-54"H-72' FL14604 R3 II 08-00558B.odf
Max.Vent Size:W-50.38'H-35.13'Glazing: 3/4'Overall Verified By: Luis R. Lomas,P.E.Florida P.E.61514
I.G. Created by Independent Third Party:Yes
Evaluation Report
FL14604 R3 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
Limit of Use Certification Agency Certificate
Approved for use In HVHZ:NO FL14604 R3 C CAC NI012533-R1-sianed.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/28/2017
Design Pressure:+50/-50 Installation Instructions
Others Configuration: O/X Max,Frame Size:W-48"H-72' FL14604 R3 II 05-00562B.odf
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 Report
FL14604 R3 AE 510951.pdf
FL14604 R3 AE NOA 14-0423.17.PDF
Created by Independent Third Party:Yes
http://www.floridabuilding.org/pr/pr_appAtj.aspx?param=wGEVXQwtDgsw8ZVNfe8A7b... 7/7/2015
14604.5 Series 2461 Impact Vinyl SH Flange Series 2461 Impact Vinyl SH Flange
Limits of Use Certification Agency Certificate
Approved for us a In HVHZ:No FL14604 R3 C C_AC NIO12533.01-R2.od
Approved for use outside HV"Z"Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/28/2017
Design Prenuret+50/-50 Instpillationi Instructions
Others Configuration:O/X Max.Frame Size:W-541 H-721 FL14604 R3 11 08-00564B.od
Max.Vent Size:W-50.50 H-35.51 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 R3 AE 510953A.i)df
F114604 R3 AE NOA 14-0423.17.PDF
Created by Independent Third Party:Yes
14604.6
Series FW1 1000 Impact Aluminum Series FW1 1000 Impact Aluminum SH
SH
Limits of Use Certification Agency Certificate
Approved for use In HVHZ.Yes FL146Q4 R3 C CAC N1009020.01-R2-signed,Ddf
Approved for use outside HVHZc Yes FL14604 R3 Q CAC N1009020.02-R2-signed.pd
Impact Resistant:Yes FL14604 R3 C CAC N 009020.03-R2-signed.pdif
Design Pressure:N/A FL14604 R3 C_CAC N1010670.01.pd
Other:See drawing 08-02476 for design pressures. FL14604 R3 C CAC 1\11010670-il1-sWed,nd
Quality Assurance Contract Ex;alratlon Date
04/30/2016
Installation Instructions
FL14604 R3 H 08-02476.pd
Verified By: Luis R.Lomas,P.E.Florida P.E.62514
Created by Independent Third Party:Yes
Evaluation Reports
FL14604 R3 AE 513232.od
FL14604 R3 AE NOA 14-0423-16.PDF
FL14604 R3 AE NOA 14-0423.17.PDF
Created by Independent Third Party:Yes
Back E-E,
Contact et,Tallahassee Fl L 32399 Phone*822:EL-1824
The State of Florida is an AA/M employer.Copyriaht 2047-2{)13 State at Fonda.::Pilvacy Statement':Accessibility Statement::Refund Sbrto
Under Florida law,email addresses are public records.It you do not want your 9-mall 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 anir questions,please contact 850.487.1395.*Pursuant to
Section 455.275(1),Florida Statutes,elective October 1,2012,licensees kensed under Chapter 455,F.S.must:provide the DeMrbnait with an email address if
they have one.The emalls provided may be used for official communkadon with the licensee.Howarver email addresses are public record.If you do not wish to
supply a personal address,please provide the Departure with an email address which can be nude available to the public To determine if you are a licensee under
Chapter 455,F.S.,please dick hM.
Product Approved Accepter,
a iffla ER M
http://www.floridabuildinQ
.Org/Pr/Pr�-apP--4tl.aSPX?Param---WGEVXQWtDqsw8ZVNfe8A7b... 7/7/2015
REVISIONS
REV DESCRIPTION DATE APPROVED
A MANUFACTURER'S NAME CHANGE 03/04/09 R-
B REVISED PER NEW CERTIFICATIONS 08/20/14 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. 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.
M _
RESPONSIBILITY THE ARCHITECT OR ENGINEER OF RECORD. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
3. iX 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 3,192 PSL
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER).
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 1/8" THICK MINIMUM
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
6. WHERE IX 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, 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:03/11/2015
EASTEnN ARCWTECTURAI STSfEUS 11I'I,
�• 'Eastern i6N,DOMEERNMET�STC AVE 6YPRY `\\��;\1R, 'CO
Ed TMEF5.tti9] �� J,7�\CEtysF,/77719EP��
TABLE OF CONTENTS SERIES 2461 VINYL EQUAL LEG FRAME IMPACT _*• p $ *'
SHEET NO. DESCRIPTION SINGLE.HUNG WINDOW - 54" X 72" � T �`
NOTES $ 07
�O•.
I NOTES DRAWN: DWG NO. REV %�F�
2 ELEVATION A.M o4TE 08-00564 B
3 - 5 INSTALLATION DETAILS NTS 08/20/14 1 OF 5
Y,
REVISIONS
REV DESCR3PTION DATE APPROVED
A MANUFACTURER'S NAME CHANGE 03/04/04 R.L.
53" MAX FRAME WIDTH 8 REVISED PER NEW CERTIFICATIONS 08/20/14 R.L.
6" MAX. 21 MAX 6" MAX. .
O.C.
3/4"
6" MAX.
- f .. 1/8" ANN
VB
T / BY EAST
-yMAN
/ O / 1/8•• ANN 1/8" ANN �
12" 1 ALUMINUM REINFORCED
MAX O.C. / BUTYL SWIGGLE
SPACER SYSTEM
_j._— 72" �.—.
T-
MAX 7Jt6' BITE
/ FRAME
HEIGHT � BACK BEDDING
l X GLAZING DETAIL'q" SIKAFLEX 552
/ 1 32 5/8"
1 / MAX.
j( J Q.L.Q. 3j4..
1/8" ANN
PVB
BYY EASTMAN
6" MAX. I 1/8" ANN 1/8" ANN
ALUMINUM REINFORCED
BUTYLSWIGGLE
48 1/8" MAX. D.L.O. -------III
BACK BEDDING SPACER SYSTEM
SIKAFLEX 552
SERIES 2461 SINGLE HUNG WINDOW 7/16" BITE
EXTERIOR VIEW 1 1 I ems• I i
DESIGN PRESSURE RATING IMPACT RATING GLAZING DETAIL"B"
#50.OPSF LARGE AND SMALL
MISSILE IMPACT
SIGNED:09/11/2015
EASTERN.R ECiURN,MIE.S ,I I'II
.• Eastern EAS EYEpA" \�•�5�R. to
Iavl oOw•Es.cAVE \\ ♦
fp0.fWER:«>�T ti•��GEIVBFgEi>��
SERIES 2461 VINYL EQUAL LEG FRAME IMPACT =*• 0t
SINGLE HUNG WINDOW - 54" X 72"
ELEVATION rp, TAT OwF
DRAWN: DWG N0. REV ��� ��Of11.0�•\ ��
M onrE O8 500564 B `//,�/*/ONA l
c
NTS 08/20/14 2 OF 5
1/2" MIN. REVISIONS
EDGE DISTANCE REV DESCRIPTION DATE APPROVED
WOOD FRAMING A MANUFACTURER'S NAME CHANGE 03/04/09 R.L.
OR 2X BUCK 8 REVISED PER NEW CERTIFICATIONS 08/20/14 R.L.
BY OTHERS >T:
1 3/8" MIN.
EMBEDMENT
BACKER ROD 1/4' MAX.
& APPROVED SHIM SPACE
SEALANT
O #10 WOOD SCREW 1 3/8" MIN. 1/4" MAX.
EMBEDMENT SHIM SPACE INTERIOR
112- MIN.
EDGE DISTANCE
#10 WOOD
a INTERIOR SCREW
C3
EXTERIOR WOOD FRAMING
Q 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 Do SHIM SPACE
WOOD FRAMING }
OR 2X BUCK
BY OTHERS
SIGNED:03/11/2015
VERTICAL CROSS SECTION
FASTEgN•RCwRECTURAl MlE45
WOOD FRAMING OR 2X BUCK INSTALLATION �� E.s*sgi�u swE. \\\\ R I ILIA
Eastern
`IN \S\LENS�'9��ii_
SERIES 2461 VINYL EOUAL LEG FRAME IMPACT f*: p�g,'15 �t=
NOTES: SINGLE HUNG WINDOW — 54" X 72"
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, INSTALLATION DETAILS �$
NOT SHOWN FOR CLARITY. '7.7,. TAT OF �
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE -0..
O
DESIGNED IN ACCORDANCE WITH ASTM E2112 - DRAWN: owc No. REv �i1'n�s Rt 0 RA.
SCAM DATE OS 500564 B ///0NA;I�?\\��
NTS 08/20/14 3 OF 5
REVISIONS
3/4" MIN, REV DESCRIPTION DATE APPROVED
EDGE DISTANCE A MANUFACTURER'S NAME CHANGE 03/04/09 R.L.
METAL
STRUCTUREB REVISED PER NEW CERTIFICATIONS 08/20/14 R.L.
BY OTHERS /4" MAX.
SHIM SPACE
APPROVED 0
SEALANT 1/4" MAX.
FSHIM SPACE INTERIOR
3/4" MIN.
O10 SMS OR EDGE DISTANCE
SELF DRILLING
SCREW a
#10 SMS OR
SELF DRILLING
SCREWS
co
METAL
EXTERIOR 0 INTERIOR BYSTRUCTURE OTHERS EXTERIOR
BACKER ROD
& APPROVED
0 SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
SILL TO BE SET
IN 'A BED OF
SILO
N
APPROVED STRUCTURAL
BACKER ROD SEALANT.
& APPROVED
SEALANT 1/4" MAX.
SHIM SPACE
METAL
E
STRUCTURE
By OTHERS
VERTICAL CROSS SECTION SIGNED:0311112015
METAL STRUCTURE INSTALLATION
EASTERN MCNITECTURM.MtM
0, \\\jIIIlIIjj/
Eastern �\\S ?...t 0
."\r,E N
SERIES 2461 VINYL EQUAL LEG FRAME IMPACT
NOTES., SINGLE HUNG WINDOW — 54" X 72"
;:A '
INSTALLATION DETAILS = ; AT -tozz
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 0.4T 6!07'�
NOT SHOWN FOR CLARITY.
Z PERIMETER AND JOINT SEALANT BY OTHERS TO BE DRAWN: REV 0 V N
10NAL
DESIGNED IN ACCORDANCE WITH ASTM E2112 A.M I DWG�0- 08-00564 B zz/ss
I SCALE NTS DATE 08/20/14 ISICE04 OF 5
REVISIONS
2 112" MIN.
EDGE DISTANCE REV DESCRIPTION DATE APPROVED
A MANUFACTURER'S NAME CHANGE 03/04/09 R.L.
CONCRETE/MASONRY
BY OTHERS 4 B REVISED PER NEW CERTIFICATIONS 08/20/14, R.L.
1 1/4" MIN.
OPTIONAL IX BUCK 14 EMBEDMENT 1 1/4" MIN.
SEE NOTES 3 - 7 EMBEDMENT
SHEET 1 — CONCRETE/MASONRY
M
BY OTHERS
BACKER ROD 114- MAX.. OPTIONAL 1X BUCK 1/4" MAX.
& APPROVED SHIM SPACE SEE NOTES 3 - 7 SHIM SPACE
SEALANT SHEET I
O 3/16- TAPCON 3/16" TAPCON INTERIOR
LI
7/4MAX.
2 1/2"
.
EXTERIOR n INTERIOR MINC:3EDGE
DISTANCE
0 BACKER ROD EXTERIOR
& APPROVED
SEALANT
SILL TO BE SET JAMB INSTALLATION DETAIL
IN A BED OF GONCRETEIMASONRY INSTALLATION
APPROVED STRUCTURAL
BACKER ROD SEALANT.
APPROVED
SEALANT
1/4" MAX. NOTES:
OPTIONAL Ix BUCK sHim SPACE 1.INTERIOR AND EXTERIOR FINISHES.By OTHERS,
SEE NOTE 3 - 7 NOT SHOWN FOR CLARITY.
SHEET 1 2.PERIMETER AND JOINT SEALANT By OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
CONCRETE/MASONRY SIGNED:0311112015
.4
BY OTHERS 4 Arms EASTERN—KoroICTNANL c-
EASTERNUETALSY IR to
A
as
4
P-R
SERIES 2461 VINYL EQUAL LEG FRAME IMPACT
VERTICAL CROSS SECTION SINGLE HUNG WINDOW - 54" X 72"
CONCRETEIMASONRY INSTALLA TION INSTALLATION DETAILS ::mp4l 9-;0F :z
0. TAT 5DRAWN: DWG NO. REV ;0,
5; ZORk'DV --,�F
ip
"9/0NAl
A.M 08-00564 B //;//
SCALE NTS DATE 08/20/14 ISHEETS OF 5 ///Ifltllll\