HomeMy WebLinkAboutProduct Approval 6117/2019 1 l Florida Building Code Online
ROSIOXCEPAMMaNT OP
rim
Bd§:Home'•1 Log In I User Reglstration I Hot Topics I Submit Surcharge I Stats&Facts I Publications Contact Us E
Product Approval
USER: Public User
Product Approval Menu > product or Application Search >Application Lis > on Detail
FL# FL16412-R4
Application Type Change Ia
Code Version 2017
Application Status Approved
*Approved by DBPR. Approvals by DBPR shall be
POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer Ea r
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
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email Z�S7iingleHun
Category Subcategory
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
AAMA/WDMA/CSA 101/I.S.2/A440
AAMA/WDMA/CSA 101/I.S.2/A440
ASTM E 1886
ASTM E 1996
ASTM E 1996
TAS201
TAS202
TAS203
htfps://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXCiwtDgvXaHHDwAAyb6gTCiQEQVdoOwcHd2S7DJYA3fmgyTl7Q%3d%3d 1/3
8M7/2019 Florida Building Code Online
Equivalence ofProduct Standards
^
Certified By
Product Approval Method Method 1Option A
Date Submitted 06/12/2018
Date Validated 06/14/2018
Date Pending FBCApproval
Date Approved 06/19/2018
_u ucs
FL# Model, Number or Name Descri'ption
16412.1 176 Vinyl Impact Single Hung 176 Vinyl Impact Single Hung
Cer-tificailion Agency Certificate
Approved for use in HVHZ: Yes FU6412 R4 C CAC N1012195-Rl.p-i
Design Pressure: N/A Instailation Instructions
&iAer: Desig n Pressures are as follows: Fin Window FL16412 R4 II 08-02538B
+70.0/-85.00sf, Flange Window+70.0/-85.Opsf. Maximum Size: Verified By: Louis R. Lomas, P.E. 625
54" x 77". Frame Material to be Rigid PVC From Deceuninck North Created by Independent Third Party:
America AAMA Certified (DEP-1). GLASS INtERLAYER COMPLIES Evaluation Reo-orts;
WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FL16412 _R4 - E 513311B.M)df
ACCORDING TO M-IAMI-DADE FOR KURARAY INTERLAYERS Created by Independent Third Party:
16412.2 Series HD2451/Serles HD2461 Single Series HD2451/Series HD2461 Vinyl Il
Hung
Limits of Use Certification Agency Certificate
Impact Resistant: Yes /80/2 4
Demg.n Pressure: +65.0/-65.0 -Installation Instructions
Othdr: Maximum Size: 44" x 84", Nailing Fin or Flange Frame. FL16412 R4 11 08-01933A.
Frame Material to be Rigid PVC From Deceuninck North America Ve'rified By: Luis R. Lomas, P.E. 6251
AAMA Certified (DEP-1) Created'by Independent Third Party:
Evaluation Reports;
FL164i2 R4 AE 512641A.p�dff
Created by Independent Third Party:
fia� ��
c�� c�
Contact Us :: 2601 Blair Stone Road.Tallahassee FL 32399 Phone: 850-487-1824
The State orFlorida iseoAA/EEO employer.CMyhg :: Priva Statement:: aggemuoauou�
addresses Ni nu If you d6 not wante-mail address ne|easedinesponsetoapub
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please om/
Section 455.275(l), Florida Statutes,effective October 1, 2012, 116risees licensedChapter 455, F.S.must provide the
if they have one.The emalls provided may be used for official communication with i6e licensee. However email addresses arc
to supply a personal address,please provide the Department With-bn email address which can be made available to the PL
licensee under Chapt6i455, F.S., please click here.
P :
- '
�
�
7Q�/�3d�/�3d 2/3
NOTICE OF PRODUCT CERTIFICATION
II _
CERTIFICATION NO: NI012195-R1
�I DATE: 11/20%2014
CERTIFICATION PROGRAM: Structural
. COMPANY: Eastern
' CODE: 1783-1
REVISION DATE: 04/29/2018
To verify that the"Notice of Product Certification"is valid,please visit www.NAMICertif cation.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 NAIKI if any corrections are required to this document.
COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION
Eastern Architectural Systems Series"176.043"
16341 Domestic Avenue Vinyl Single Hung Window
Ft.Myers,FL 33912 w/Fin or Flange Frame
Configuration:G/X
Glazing:IG-Ext-3/16"Annealed Glass/Laminate-1/8"
Annealed Glass/0.090"SGP Interlayer by
DuPont/1/8"Annealed Glass
Frame: W-1372mm(54") H-1956mm(77")
Panel: W-1334mm(50.37") H-940mm(37.75")
SPECIFICATION PRODUCT RATING
AAMA 506-08 Design Pressure: ±3351 Pa (70 psf)
AAMA/WDMA/CSA 101/I.S.2/A440-I1 Class LC-PGG701372 x 1956(54 x 77)-H
AAMA/WDMA/CSA 101/I.S.2/A440-08 H-LC701372 x 1956(54 x 77)
AAMA/WDMA/CSA 101/I.S.2/A440-05 Positive Design Pressures 3351 Pa(70 psf)
ASTM E1886-05/E1996-09 Negative Design Pressure:4069 Pa(85 psf)
TAS 20112021203-94 Wind Zone 4-Missile Level D
Large Missile Iinpact Rated
Water Penetration Resistance Test Pressure:502 Pa(10.50 psi)
Product Tested By: Certified Testing Laboratories,Inc.
Report No: CTLA-3005WA/CTLA-30.05VWD
Expiration Date: June 30,2024
Administrator's Signature:
NATIONAL ACCREDITATION AND
MANAGEMENT INSTITUTE, INC.
4794 George Washington Memorial Highway
Hayes,VA 23072
Tel:(804)684-5124
Fax: (80.4)684=5122
REVISIONS
REV DESCRIPRON APPROVED
B REVISED GLAZING DETAILS R.L.
(5TE 15. FOR FRAME ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH
1 T E PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
EOUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 16. FOR FRAME ANCHORING INTO MASONRY/CONCRETE USE 3/16- TAPCONS WITH SUFFICIENT
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2" MINIMUM
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 17. FOR FRAME ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED WALL. LOCATE ANCHORS AS SHOWN-IN ELEVATIONS AND INSTALLATION DETAILS.
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO 18. ALL FASTENERS TO BE CORROSION RESISTANT.
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
5. WHERE WOOD BUCK THICKNESS IS 1-1/2- OR GREATER, BUCK SHALL BE SECURELY MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE� WINDOW UNITS MAY SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=O�42
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. B. CONCRETE MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI.
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED C. MASONRY STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER).
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 .048" THICK MINIMUM
THE ARCHITECT OR ENGINEER OF RECORD. 20.UNITS MAY BE INSTALLED WITH OR WITHOUT FLANGE, OUTSIDE THE HVHZ.
7. BUCKS,SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT
EACH ANCHOR LOCATION WITH LOAD SFARING 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.
11 UNITS MUST BE GLAZED PER ASTM E1300-04/09. SEE SHEET 2 FOR GLASS DETAILS.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REO�IRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
14, FOR FIN INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE #10 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:,0111812018:
EA&TMNVZtAL m qj
80&43.22M
SERIES 176 tH -VINYL SINGLE HUNG WINDOW
X 77"
IMPACT 54"
NOTES 1,44 AITE
TABLE OF CONTENTS DRAWN: DWG NO. REV
08-02538
DESCRIPTION
SHEET NO,
1 NOTES SCALE NITS JDAIE 11/17/14 1 SHEET I OF 7
2 — 3 ELEVATIONS L.ROBERTO LOMAS P.E. Luis R. s �P.E.
f432 WOODFORO RD 1EWISVILLE;NC 27023 oLoma
'0609 FL N .: 62514
4 — 7 INSTALLATION DETAILS 434-6a8, woinas@fdom�spe.00m
REVISIONS
1/2" MIN. REV DESCRIPTION DAZE APPROVED
EDGE DISTANCE 8 REVISED GLAZING DETAILS R.L.
WOOD FRAMING
OR 2X BUCK
BY OTHERS 1 1/4" MIN.
EMBEDMENT
1 1/4" MIN. 114" MAX,
BACKER RODEMBEDMENT SHIM SPACE
& APPROVED —
SEALANT SHIM SPACE 1/I2" r INTERIOR
#10 WOOD SCREW EDGE =C=C:m
DISTANCED
-
F
EXTERIOR #10 WOOD
SCREW
WOOD FRAMING
OR 2X BUCK
BY OTHERS dp
BACKER ROD EXTERIOR
& APPROVED
INTERIOR SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
SILL TO BE SET
IN A BED OF
BACKER ROD c 1--) APPROVED SEALANT NOTES:
& APPROVED 1/4- MAX. 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
SEALANT SHIM SPACE NOTSHOWN FOR CLARITY
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
WOOD FRAMING DESIGNED INACCORDANCE INITHASTME2112
OR 2X BUCK
BY OTHERS SIGNED:0111.812018
E&SWrill -=-Y
'10MBAVAMAAM
4 :^ �.w o af.
nu E44
VERTICAL.CROSS SECTION
WOOD FRAMING OR 2K BUCK INSTALLATION SERIES 176 SH VINYL SINGIF HUNG WINDOW j" 5
IMPACT 54" X 77"
INSTALLATION DETAILS
DRAWN: DWG NO. REV: lo w
N.G. 08-02538_ B
Sc&E NTS DATE 11/17/14 1 SHEET 4 OF 7
L ROBERTO LOMAS P.E. cs P.E.
14n VVOODFORORD LEWSVILLE,NG 27023 Luis %.L."62514
434-698-0609434-688-0dlomas@lrfomaspecom FIL
REVISIONS
3/4" MIN REV DESCRIPTION DATE I APPROVED
METAL EDGE DISTANCE
STRUCTURE B REVISED GLAZING DETAILS 01/08/18 R.L.
BY OTHERS 1/4" MAX.
O (� SHIM SPACE
APPROVED
SEALANT /4'• MAX.
SHIM SPACE
J� #10 SMS OR
u SELF DRILLING -1-- — INTERIOR
SCREW 3/4"
MIN.
EDGE ooP
DISTANCE
1
#10 SMS OR
SELF DRILLING o
SCREWS
a D METAL
STRUCTURE
EXTERIOR � INTERIOR BY OTHERS
40
BACKER ROD EXTERIOR
& APPROVED
SEALANT JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
SILLB BE SET
E--] IN A BED OF
BACKER ROD
E--] O APPROVED SEALANT
& APPROVED NOTES:
SEALANT n 00 1/4" MAX.
SHIM SPACE I.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
lr _� NOT SHOWN'FOR CLARITY.
METAL 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
STRUCTURE DESIGNED INACCORDANCE WITH ASTM E2112
BY OTHERS
VERTICAL CROSS SECTION
SIGNED:01/18/2018
METAL STRUCTURE INSTALLATION Eh51ERN ARCN enuNAL srslEL 11jI
I A-110N
Eastern EA4TEHNMEAL9YPPLY
SERIES 176 SH VINYL SINGLE HUNG WINDOW 0°
IMPACT 54" X I �,tl E .
INSTALLATION DETAILS ��� AT bF tp�-
DRAWN: DWG NO. REV0 � �GRIdP��\ \
08
SCALE NTS DATE 11/17/14 SHE ET56 OF 7 B iO NAI k?G\`\
L.ROBERTO LOMAS P.E. LUIS R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE•NO 27023 FL No62514
434-688-0609 rllomas�irlomaspe:com
CONCRETE/MASONRY REVISIONS
2" MIN. BY OTHERS REV DESCRIPTION DATE APPROVED
EDGE DISTANCE
8 REVISED GLAZING DETAILS 01/08J18 R.L.
d 1 1/4" MIN. t 1/4" MIN.
<` °d EMBEDMENT EMBEDMENT
d c
—� CONCRETE/MASONRY
j BY OTHERS 4 '
b
0 1/4" MAX.
STI OPTIONAL 1X BUCK
SEE NOTES 3 — 7 SHIM SPACE
OPTISEE ONAL
1X3BUCK 1/4" MAX. b°
l�JSHEET t
SHEET 1 � SHIM SPACE
3/16" TAPCON
INTERIOR
3/16" TAPcoN
BACKER ROD v b, DOO
& APPROVED
SEALANT IN
l,T,
INTERIOR 2" ��Q
MIN.
EXTERIOR EDGE �
DISTANCE
op
•' EXTERIOR
BACKER ROD
& APPROVED
SEALANT JAMB INSTALLATIONDETAIL
CONCRETEMASONRY INSTALLATION
BACKER ROD
& APPROVED
SEALANT
O' SILL TO BE SET 1.INTERIOR AND EXTERIOR FINISHES,BYOTHERS,
LL JI IN A BED OF NOT SHOWN FOR CLARITY.
APPROVED SEALANT 2PERIMETER AND'JOINT SEALANT BYOTHERS TOBE
Q
DESIGNED INACCORDANCEWITHASTME2112
1/4" MAX.
OPTIONAL 1X BUCK �—} QO SHIM SPACE SIGNED 01/18/2018
SEE NOTE 3 — 7 IrJ U
SHEET 1 0 R" DMON \\175tiii//%
—r Eastern FA5TERNML7ALaYPMY
�. ,W]09AVMIARMO `,S
• u d' A- ','' nem wiw .Iwo eo"F:I FORT AfYM FLORM 33911
..,&w.a*.`"� uw t "� ECOd9x.1]Oi w y Y..
" d po 0);t.
SERIES'176 SH VINYL SINGLE HUNG WINDOW 0
a"' a IMPACT 54" X 77"
d INSTALLATION DETAILS 70 AT OF
d
DRAWN: DWD ND. REV
scACE DATE 08—02538 a
CONCRETE/MASONRY NTS 11/17/1.4, 6 OF 7
VERTICAL CROSS SECTION BY OTHERS 'L:howmLOMAS.P.E' Luis R. Lomas P.E.
CONCRETEIMASONRYINSTALLATION t4nWgdDFowRoL"?S' VlLLE,NC27023 FL No.. 62514
434688-0609'•tllomaS(gTliloinaspe.cum
L. Roberto Lomas P.E. Engineering Evaluation Report
1432 Woodford Rd.
Lewisville,-NC 27023 Report No.: 513311 B
434-688 0609
rilomas@lrlomaspe.com
Manufacturer: Eastern Architectural Systems
16341 Domestic Ave.
FT Myers,FL 33912
Product Line: Series 176 SH Vinyl Single 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 Florida Building Code.
Supporting Technical Documentation:
1. Approval document:drawing number 08-02538 Revision B,prepared,signed and sealed by Luis Roberto Lomas
P:E.
2. Test report No.:CTLA 3005WA signed and sealed by Ramesh Patel P.E.
Certified Testing Laboratories,Orlando,FL
AAMAfWDMA/CSA 101/I.S.2/A440-05/08/11
Design pressure: 40.0/-85.0psf
Water penetration resistance 10.5psf
ASTM E1886-05 and ASTM El 906-09
ASTM E1886/E1996 Large Missile Impact,Level D,Wind Zone 4
ASTM E1886/E1996 Cyclic Load Test,+70.0/-85.Opsf design pressure
3. Test report No.:CTLA 3005WD signed and sealed by Ramesh Patel P.E.
Certified Testing Laboratories,Orlando,FL
TAS-262
Design pressure: +70.0/-85.Opsf
Water penetration resistance 10.5psf
TAS 201 and TAS 203
TAS 2011fAS203 Large Missile Impact,Level D,Wind Zone 4
TAS 201/TAS 203 Cyclic Load Test,+70.0/-85.Opsf design pressure
4. Anchor calculations,report number 513311-1A,prepared,signed and sealed by Luis Roberto Lomas P.E.
Limitations and Conditions of use:
• Maximum design pressure: +70.0/-85.Opsf
• Maximum unitsize: 54"X 77"
• Units must be glazed perASTM.E1300-04/09,according to glazing details in approval drawing.
• 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 extruded vinyl.
Installation:
Units must be installed in accordance with manufacturer's installation instructions and approval document 08-02538
Revision B.
Certification of Independence:
Please note that I don't have nor will acquire a financial interest in any company 1���� �
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 N�` \S . • d �jj,:.
process of the listed product(s). \� J•' Ci E
V .=
0 51
AT OF i w
���`�
lad.j L111
1 of 1 Luis R.Lomas,P.E.
FL No.:62514
0008/2018