HomeMy WebLinkAboutProduct Approval 08/13/2015 01 :53 7723363590 PRESTON #4727 P. 001/001
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NOTICE OF PRODUCT CERTIFICATION �■
CERTIFICATION NO: NI012533.01-R2
a ; DATE: 02/25/2015
--CERTIFICATION PROGRAM: -StructuralME ----
COMPANY: Eastern -
;. '".
CODE: 1783-1
REVISION DATE: 05/15/2015
To verify that the"Notice ofProduct 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. ANAMI approved certification label must be applied to the product to claim
certification status. Please review and advise NAM if any corrections are required to this document.
COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION
Eastern Architectural Systems Series "2461"
10030 Bavaria Road -Vinyl Equal Leg Frame
Ft. Myers,FL 33913 Impact Single Hung Window
Configuration:ON
Glazing:Operable IG-Ext 1/8"Annealed Glass/Laminate-
1/8"Annealed Glass/0.090"Solutia PVB
Interlayer/1/8"Annealed Glass&Fixed IG-Ext-Laminate-
1/8"
G-ExtLaminate-
1/8"Annealed Glass/0.090"Solutia PVB Interlayer/
1/8"Annealed Glass/Int-1/8"Annealed Glass -
Frame: W-1349mm(53") H-1829mm(72")
Sash: W-1295mm(51") H-876mm(34.501-)
DLO: W-1222mm(48.13") H 829mm(32.63")
SPECIFICATION PRODUCT RATING
AAMA 506-08 Design Pressure: ±2400 Pa (50 psi)
AAM[A/WDMA/CSA 101/LS.2/A440-05 H-R501349 X 1829(53 x 72)
ASTM E1886-05/E1996-06 Wind Zone 4-Missile Level D
Water Penetration Resistance Test Pressure:359 Pa(7.50 psf)
Product Tested By: Element Materials Technology
Report No: ESP009376PR/010455PR
Expiration Date: February-28.2017
FILE COPY
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
233 W.Main St
Danville,VA 24541 Report No.: 510953A
434-688-0609
rllomas@lrlomaspe.com
Manufacturer: Este hitecturaI Systems
/16341 Domesi ve.
FT Myers,FL 33 12
Product Lin : Series 2461 Vinyl Equal Frame Impact Single Hung Window
Compliance:
The above mentione ro uct 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 08-00564 Revision B,prepared,signed and seated by Luis Roberto
Lomas P.E.
2. Test Report No.:ESPOO9376PR signed and sealed by Ramesh Patel,P.E.
Element Materials Technology,Wausau,WI
ASTM El 886-05 and ASTM El 996-06
ASTM E1886/E1996 Large Missile Impact Test,Level D.Wind Zone 4
ASTM E1886/E1996 Cyclic Load Test,150.0 psf design pressure
AAMA/WDMAICSA 101/I.S.2/A440-05
Design pressure: t50.0psf
Water penetration resistance 7.5psf
3. Anchor calculations,report number 510953-113,prepared,signed and sealed by Luis Roberto Lomas P.E.
Limitations and Conditions of use:
• Maximum design pressure: f50.Opsf
• Maximum unit size: 53"x 72°
• Units must be glazed per ASTM E 1300-04.Refer to approval documents for 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 cerlified by AAMA Deceunick North America DEP-1 and VBP-2
Installation: Units must be installed in accordance with approval document,08-00564 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).
04i his
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1 of 1 Luis R.Lomas,P.E.
FL No.:62514
05/07/2015
REVISIONS
REV DESCRIPTION DATE APPROVED
A MANUFACTURER'S NAME CHANGE 03/04/09 R.L
53" MAX FRAME WIDTH B REVISED PER NEW CERTIFICATIONS 08/20/14 R.L
6" MAX. 21" MAX 6" MAX.
O.C.
3/4-
6" MAX.
/ 1 ANN
.0909 0" PVB
BY EASTMAN
/ O / 1/8" ANN 1/8 ANN
12" / / ALUMINUM REINFORCED
MAX O.C. BUTYL SWIGGLE
-F-- 72" SPACER SYSTEM
T �_
MAX 7/16" BITE
/ FRAME
HEIGHT BACK BEDDING
GLAZING DETAIL"A" SIKAFLEX 552
32 5/15"
/ MAX.
u / D.L.O. 3/4"
/ 1/8" ANN
1 .090" PVB
J— BY EASTMAN
6" MAX. 1/8" ANN 1/8" ANN
�---4B 1/8" MAX. D.L.O.--, ALUMINUM REINFORCED
BUTYL SWIGGLE
BACK BEDDING SPACER SYSTEM
SIKAFLEX 552 _ 1
SERIES 2461 SINGLE HUNG WINDOW 7/16" SITE
EXTERIOR VIEW I
DESIGN PRESSURE RATING IMPACT RATING GLAZING DETAIL B"
f50.OPSF LARGE AND SMALL
MISSILE IMPACT
SIGNED:0311112015
'E""0.CM"E "`� 111111!
-�� Eastern �T °�� °�. �•�5 R. t o�%,,,
m6+EaTICAve
SERIES 2461 VINYL EQUAL LEG FRAME PACT] O,.Ct6 *`
SINGLE HUNG WINDOW — 54" X 72" (afar
ELEVATION ; STATE OF y
[DRAWN: DWG NO. REv i��►.:cZOR.M MTE OB-00564 B / d'�QIIA y1���t��
NTS 08/20/14 2 OF 5
Ar
REVISIONS
REV DESCRIPTION DATE I APPROVED
A MANUFACTURER'S NAME CHANGE 03/04/09 R.L.
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 DRILUNG 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. 1X 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 PSI.
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—TS 1/8' THICK MINIMUM
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
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.
B. 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
r
�`E""�WAS04M \1111I1U///Z
Eastern e�6repnueTAtmw�r \\ R, )0
N;SMFRS.RWO12 TABLE OF CONTENTS 2461 VINYL EQUAL LEG FRAME IMPACT 9'k•/J�08AIXSINGLE HUNG WINDOW - 54 X 72" '. ( ( ;l05 iF �`SHEET N0. DESCRIPTION NOTES �0 TAT OF tv1 NOTES OR10 *�DWG N0. REY2 ELEVATION aATE 08-00564 B �7sS?/ON VV \\N�
3 - 5 INSTALLATION DETAILS TS 08 20 14 1 OF 5
NOTICE OF PRODUCT CERTIFICATION
CERTIFICATION NO: NI010610.01-R1
DATE: 05/09/2011
71,
{ CERTIFICATION PROGRAM: Structural
f " Y
COMPANY: Eastern
A .
CODE: 1783-1
REVISION DATE: 04/26/2015
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 NAM 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 ADDRESSPOD DESCRIPTION
Eastern Architectural Systems Series "2466" Impact Rated
10030 Bavaria Road Vinyl Fixed Window
Ft. Myers, FL 33913 w/Flange Frame
o figuration:0
Glazing:IG-3/16"Annealed Glass/
Laminate-3/16"Annealed Glass/0.075"Solutia Sea Storm
Interlayer/3/16"Annealed Glass
Frame: W-1626mm(64") H-2134mm(84")
DLO: W-1486mm(58.5") H-2007mm(79")
SPECIFICATION PRODUCT RATING
ASTM E1886-02/E1996-02 Design Pressure: +60/-60 psf
Wind Zone 4-Missile Level D
Product Tested By: Certified Testing Laboratories.
Report No: CTLA-2062W-5
Expiration Date: June 30,2020
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
MIAM11-RADE MIAMI-DADE COUNTY
t PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamtdede.¢ov/economy
Eastman Chemical Company(MA)
730 Worcester Street
Springfield,MA 01151
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(AHJ).
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 Miami 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 of the .
applicable building code.
This product is approved as described herein,and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Saflex CP—Saflex and Saflex HP Composite Glass Interlayers with PET Core
APPROVAL DOCUMENT:Drawing No. 1815,titled"Saflex CP Interlayers for Laminated Glass,"Sheets
1 and 2 of 2, dated 04/06/2012,prepared by W.W.Schaefer Engineering&Consulting,P.A.,signed and
sealed by Warren W.Schaefer,P.E.,bearing the Miami-Dade County Product Control revision stamp with
the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING:None
LABELING: Glass laminated under this Product Approval shall be permanently marked in a corner of the
glass tivith:a)Saflex CP,b)Authorized laminator's name,c)M.D.C.A.that stands for Miami Dade County
Approved and d)Markings required by federal law for safety glazing.
LIMITATION: This approval does not include an evaluation of structural performance of this
component.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building codc negatively affecting the performance of this product.
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 displayed,then it shall be done
in its entirety.
INSPECTION:A copy of this entire NOA shall be providgd 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 revises NOA 012-1231.08 and consists of this page 1 and evidence page E-1,as well as approval
document mentioned above.
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
NOA No. 14-0423.15
MIAMI-DADE COUNTY Expiration Date:December 11,2418
Approval Date:June 19,2014
Page 1
t` � � � ,+
REVISIONS
REV DESCRIPTION DATE I APPROVED
A MANUFACTURER'S NAME CHANGE 03/03/09 R.L.
B UPDATED PER NEW CERTIFICATION 06/26/14 R.L.
C REVISED INSTALLATION DETAILS 06/22/15 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. 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. 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 PSI.
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. 19, UNITS MAY BE INSTALLED WITH OR WITHOUT ADD—ON FLANGE.
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. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION 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.
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 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
SIGNED.06/23/2015
��- MET \III11C11/
'Easters EAFEAERAL� �9 0 h
16L/DOUMMAVE
FLORDAM912 v••\CE(VS 9
FORTUafti
�.gzza
TABLE OF CONTENTS 2466 PICTURE WINDOW *• 0
64x84
SHEET NO. DESCRIPTION
NOTES A STATE O.F tL�
1 NOTES DRAWN: On NO. REV �0 [pR10A�\��`
2 ELEVATION Alm 08
3 — 4 INSTALLATION DETAILS SOALE NTS DATE 7/29/08 SOO565c
E0F 4
REW&ONS
REV DESCRIPTION DATE APPROVED
64" MAX FRAME WIDTH
A MANUFACTURER'S NAME CHANGE 03/03/08 R.L.
B UPDATED PER NEW CERTIFICATION 06/26/14 R.L.
``b" MAX. MAX.1 C 6" MAX. C REVISED INSTALLATION DETAILS 06/22/15 R.L.
6" MAX. 711
9" MAX. O.C.
1 1/4"
3/16" ANN
.075" SEASTORM BY EASTMAN
3/16" ANN 3/16" ANN
SIKAFLEX 552
78 7/8" MAX ALUMINUM
MAX FRAME BOX SPACER
D.L.O. HEIGHT 1- SYSTEM
1/2- BITE
SETTING BLOCK
GLAZING DETAIL
l�
6" MAX.
58 7/8" MAX. D.L.O.
2466 PICTURE WINDOW
EXTERIOR VIEW
DESIGN PRESSURE RATING IMPACTR477NO SIGNED:06/23/2015
EwstEne+�acwrEervnnl.srec�a 111(11/
IARGEAND SMALL Eastern rae>Ewuue KAY R C 0�7/j
t60.0PSF ���J\
MISSILE IMPACT �. +cx owrterceve
v�•v�GENSF
mo.x.za
2466 PICTURE WINDOW _*AA�Tre 11Js�x •*=
64xLA iELEVATION AND GLAZING DETAIL OF �
DRAwII: DwD NO.
A.M 08-00565 /sSjONAL1•' '
Srr1F NTS °ATE 7/29/08 -EE 2 OF 4 //� E1���
Document Title: Doc No: FRM 81-02
Structural Performance Rev No: 7 Page' 1 Cr` 1
KEYSTONE,
C Certification
gfiTlFICATION®.INC.
Authorization Report
Required By: PRO B1-03
CAR & Product ID Number: 622 - 102.0
Issue Date: 1/16/2015
Revision Date: 4/1/2015
Expiration Date: 7/18/2018
Company Code: 622
This Certification Authorization Report(CAR) is issued by Keystone Certifications, Inc. (KCI)after full validation review,
and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in
accordance with the specified referenced standard. Actual fenestration product performance may vary based on many
factors, including installation, condition of the wall1roof substrate and the age of the product and installation
components.
This report indicates the product is eligible for the application of Keystone Certification Program certification labels.
Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen
evaluated and documented for certification authorization. Only products bearing such a certification label shall be
considered certified. The information in this report can be verified at www.keystonecerts.com.
Licensee Information: Product Information:
Eastern Architectural Systems Model Name: 1"x3-1/8" Heavy Alum Mullion HN/T/X
10030 Bavaria Road Operator Type: Mull
Fort Myers FL 33913 Configuration: No Reinforcement
Max. Width: See Table
Max. Height: See Table
Referenced Standard: Product Rating:
AAMA 450-10 & PA/TAS 201/202/203 See Appendix 1 Load Tables and Impact Ratings
Qualifying Test Information:
Test Report No: CTLA-3010W 6ARA
Test Report Expiration: 7/18/2018
Authorized Signature: Keystone Certifications, Inc.
564 Old York Road, Suite 5
Digitally signed by Steven M.Urich Etters, Pennsylvania 17319
DN:cn=Steven M.Urich,o=Keystone
5Certlflcations,Inc,ou, Phone: 717-932-8500
email=sudch@kewonecens.mm,c=uS Fax: 717-932-8501
}Date:2015.04.01 10.59.24-04 W
S YyY
W W W.KEYSTONECERTS.COM
EASTERN ARCHITECTURAL SYSTEMS
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
GENERAL NOTES: W1'
1. THE PRODUCTSHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2010&5th EDITION �' 4 �, �•
FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE
3. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 4 ' MULL
INDIVIDUAL UNITS ATTCHED TO MULUONS-MUST B-IMPACT RATED. �\\ SPAN'L'
4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND ZX FRAMING AS A MAIN WIND FORCE ANCHOR CLIP
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE TYP
FOUNDATION ISTHE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION. VERTICAL SPAN
S. IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE VERTICAL MULL MULL
STRUCTURE.BUCK DESIGN AND INSTALLATION 15 THE RESPONSIBILITY OF THE ENGINEER ORARCHITECT OF RECORD E SPAN'L'
FOR THE PROJECT OF INSTALLATION. 4 SPAN'L'
MULLION �y �-
6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FORA TYR
SPECIFIC SITE.JF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN i//i,
NON-HVHZ AREAS,IN HVHZ AREAS,ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADE PERA. W/ '011
7. MULLION&CUP MATERIAL:ALUMINUM 6005-TS&6063-176(AS NOTED)
8. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER SEPARATE APPROVAL 'W1
9. SEE SHEETS 5-9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS,MULLION
CONFIGURATIONS,AND DESIGN LOAD CAPACITIES. ANCHOR CLIP, A
TYP 4
10. IN ACCORDANCE WITH THE 2010&STH EDITION FBC,DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME TYPICAL
C
INTO CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED AS DEFINED IN SEC 2003.8.4. T 7PIr.AL MULLION ASSEMBLY HORIZONTAL"T° MULL SPAN
MULL
INSTRUCTIONS: �SPAN'L'
1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING, A
2. CHOOSE A MULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT.
'W2'
TABLE OF CONTENTS 3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY OR TWO-WAY MULLIONS: }
• ASSEMBLIES CONSISTING OF STACKED OR SIDE-BY-SIDE UNITS REQUIRE USE OFONE-WA ®1p
SHEET REVISION SHEETbESCRIPTIOIJ ASSEMBYMCO SISI
• ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH
MULTIPLE MULLIONS REQUIRE USE OF TWO-WAY MULLIONS. W2'
1 - GENERAL NOTES,INSTRUCTIONS,AND ELEVATIONS
• SEE SHEET 11 FOR ASSEMBLY AND LOAD EXAMPLES. '
2 - MULLION bETAILS IF ASSEMBLY TYPE CANNOT BE DETERMINED USE TWO-WAY MULLION CHART.
4. VERIFY HAT MULLION DESIGN PRESSURE IMEET R EXCEEDSA UIRED DESIGN
3 - ANCHOR CLIP DETAILS PRESSURE OF OPENING USING CHARTS ON SHEETS 6-10,
4 MULLION SECTIONS
S. QUALIFIED CLIP TYPES APPEAR ON SHEETS 6-10.MULTIPLE ANCHOR
TYPE/SUSSTRATE/CUP COMBINATIONS WITHIN AN OPENING ARE ALLOWED.
5 - TYPICAL MULLION A CLIP ASSEMBLIES 6. THE LESSER DESIGN PRESSURE OR MULLION OR FENESTRATION PRODUCT WILL HORIZONTAL SPAN
GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING.
6 1"X 3-1/8°(LIGHT)MULLION DESIGN LOAD TABLES
7 1°X 3-1/8"(HEAVY)MULLION DESIGN LOAD TABLES
8 - 1"X4"MULLION DESIGN LOAD TABLES `♦♦,`TLLc,IIIFIHI/F�, REVISIONS
Fly,
Easterl� AD
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9 2"X 4°MULLION DESIGN LOAD TABLES ♦ �� Oo . oFORTR2°%6"MULLION OEST6N LOAD TABLES ♦ !� QW coaT .cuxcmAaTma
UMULLION ASSEMBLY AND LOAD EXAMPLES 2 7 HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
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INSTALLATION INSTALLATION INSTALLATION HORIZONTAL
ANCHOR(SEE NOTES 2112"MIN, ANCHOR(SEE PIOTES 11/2"MIN. ANCHOR(SEE NOTES
SHEETS 6-30) EDGE DIST. SHE 6-10) EMBEDMENT SHEETS 6-10) MULLION,TYP.
CONCRETE OR ° a
MASONRY BY OTHERS
CAULK BETWEEN ° . 314°MIN. ' EXTERIOR
MULLION CLIP
11/4MIN.MASONRY a 1X TYR
EMBEDMENT .
WOOD BUCK BY OTHERS ————— ——
'U'CLIP
o TYP.
1 X WOOD BUCK CONCRETE OREXTERIOR INTERIOR
MASONRY BY OTHERS
BY OTHERS °
CAULK BETWEEN
MULLION CLIP CONCRETE/MASONRY 6 2X VERTICAL I
TYP. WOOD BUCK BY OTHERS ° MULLION,TYP.
I I
I 2 X WOOD BUCK • °. '
EXTERIOR I I INTERIOR BY OTHERS a• ————— —— — MULLION
I IMULLION
INTERIOR TYP. p HORIZONTAL SECTION
TYP 4 T MULLION INTERSECT DETAIL
C HORIZONTAL SECTION SIDE VIEW
VERTICAL SECTION \,-4J JAMB-ZX WOOD BUCK
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SIDE VIEIN-VERTICAL INSTALLATION I I
ANCHOR(SEE NOTES
SHEETS 6-10)
HORIZONTAL
MULLION,TYP.
EXTERIOR i I INTERIOR
IMULLION EXTERIOR INTERIOR
I I TYP. NOTE MULLIONCLIP
DETAILS S14OWN ARE TYPICAL FOR ® ® TYP.
I I
ALL MULLION A CLIP ASSEMBLIES. VERTICAL
I I SEE SHEETS 6-10OR ALLO ABLE MULLION,TYP.
MULLION CONFIGURATIONS,SIZES,
I MULLION CLIP AND DESIGN PRESSURES.
TYP HORIZONTAL SECTION
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VERTICAL MULLION
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HORIZONTAL MULLION
H—CLIP
SUBSTRATE BY OTHERS
SUBSTRATE VARIES, SEE
NOTES SHEETS 6 — 10
H—CUP ANCHORS
ALL INSTALLATION HOLES
MUST HAVE AN ANCHOR
INSTALLED IN THEM
MULLIION AND CLIP ASSEMBLY
TYPICAL ASSEMBLY SHOWN WITH 1"x 3 I/S"MULLION
AND H-CLIP.OTHER MULLIONS AND CLIPS ARE APPROVED.
SEE INDIVIDUAL MULLION SHEETS
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