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1. FL17162.1 36 x 86
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4. FL17162.1 52 x26 $
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Bed 2 Bed 1 PAGE DESCRIPTION:
Site Plan
_ _ PAGE: OF1
Jr F
WINDOW&DOOR
1000 Clint Moore Dr.#109 P:561-988-2444
Boca Raton,FL 33487 F:561-826-9180
Lic.#:CRC1330842 SCC131151629
Property Information Building Information
Owner: Barbara Bishop Wind Zone: 170 MPH.
Address: 5730 Place Lake Drive Exposure Category: C
Ft Pierce,FL 34951 Minimum Building Dimension: 44 ft.
Mean Roof Height: 20 ft.
JU Risk Category: II
Design Pressure Calculations
Opening Location Device Device Device Max Positive Max Negative
Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf)
1 Int 36 86 14 38.2 -41.6
2 Int 36 86 14 38.2 -41.6
3 Int 52 62 14 38.1 -41.5
4 Int 52 26 14 40.2 -43.6
5 Int 37 57 14 39.2 -42.6
6 Int 37 57 14 39.2 -42.6
7 Int 36 56 14 39.3 -42.7
8 Int 35 35 14 40.2 -43.6
9 Int 76 38 14 38.3 -41.7
10 Int 76 38 14 38.3 -41.7
Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.51h Edition(2014)Florida Building Code.
Page 1 of 1
WINDOW & DOOR OPENING INFORMATION — —— —
A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET
Definition of Comer Zone-10%of least horizontal dimension or 40%of the mean roof height,whichever is smaller,but not less than 4%of least horizontal dimension or 3 ft.
PRODUCT APPROVAL REQUIRED OPENING MAXIMU MULTIPLE
OPENING (Location) IS THIS A PRODUCT ROUGH ARE
GLAZING APPROVED PRESSURE RATING DESIGN PRESSURE M WINDOW
LOCATION Corner Zone WINDOW ACCEPTANCE OPENING SHUTTERS
NUMBER or Interior OR DOOR TYPE NUMBER + PSF + PSF TESTED DIMENSIONS MULLION REQ YM
( ) (-)PSF ( ) (-)PSF SIZE REQ Y/N/NA
1 Int W 7/16"Lami FL17162.1 70 70 38.2 41.6 120x48 36x86 Y N
2 Int W 7/16"Lami FL17162.1 70 70 38.2 41.6 120x48 36x86 Y N
3 Int W 5/16°Lami FL14604.6 60 60 38.1 41.5 53X96 52x62 Y N
4 Int W 7/16°Lami FL17162.1 70 70 40.2 43.6 120x48 52x26 Y N
5 Int W 5/16"Lami FL14604.6 60 60 39.2 42.6 53X96 37x57 N N
6 Int W 5/16"Lami FL14604.6 60 60 39.2 42.6 53X96 37x57 N N
7 Int W 5/16°Lami FL14604.6 60 60 39.3 42.7 53X96 36x56 N N
8 Int W 7/16"Lami FL17162.1 70 70 40.2 43.6 120x48 3505 N N
9 Int W 7/16"Lami FL17162.1 70 70 38.3 41.7 120x48 76x38 Y N
10 Int W 7/16"Lami FL17162.1 70 70 38.3 41.7 120x48 7608 Y N
5/16/2016 Florida Building Coda Online
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P 1 V I Product Approval
USER,Public User
Regulation
Product Aobtovai Menu>PC24lt or Aooit6ation Search> onliwkion list>ApplptSo Data
« A FL# FLi7162-R�
Application'type Revision Fl— -7 Kp 2 .
Cade Version C9D
Application Status
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived Q
Product Manufacturer Eastern Architectural Systems
Address/Phone/Email 16341 Domestic Ave.
Ft.Myers, FL 33912
(800)432-2204 Ext 4314
thoard@easternmetal.com
Authorized Signature Timothy Hoard
thoard@easternmetal.com
Technical Representative Timothy).Hoard
Address/Phone/Email 10030 Bavaria Road
Fort Myers,FL 33913
(SOD)432-2204 Ext 4314
thoard@easternmetat.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Fixed
Compliance Method Certification Mark or Usting
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute
Referenced Standard and Year(of Standard) ftandard X-M
AAMA/WDMA/CSA 101/I.S.2/A440 2011
ASTM E1886 2005
ASTM E1996 2009
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
n
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i
httnsJ/www,floridWxhlding.org/pr/pr app ctrl.aspx?param=wGEVXQwtDgvCo3Ea IIBUi2%2bfT%2fkczkvalmgMKwc6S49yc%2bnziIIMA%3d%3d 112
5116=6 _ Florida Stiilding Code Online
* } Product Approval Method Method 1 Option A
Date Submitted 06/22/2015
Date Validated 09/14/2015
Date Pending FBC Approval
Date Approved 09/17/2015
Summary of Products
FL# Model,Number or Name Description
17162.1 Series 3000 Aluminum Impact fixed Series 3000 Aluminum Impact Fixed Window with PVB
Window with PVB Interlayer interlayer
Limits of Use CertMkation Agency Certificate
Approved for use In HVH Yes E 2 T R2 C n N10 0 5:Ddf
Approved for use outside Z.Yes FL17162 R2 C CAC NI012096.odf
Impact Resistant:Yes QuaNty Assurance Contract Expiratlon Date
Design Pressures+85.0/-9D.0 05/31/2018
Other.Maximum size of 120"x 48"at+70.0/-70.0 Installation Instructions
Maximum size of 48"x 54"at+85.0/-90.0 EL17162. R2_II_08-02310A.odf
Verified By: Luis R. Lomas, P.E. 62514
Created by Independent Third Party:Yes
Evaluation Reports
EL17162 R2 AE 13-01 9,27-COMP,pdf
EL17162 R2 AE 51 67A.12df
FJ, n62 R2 AE NOA 13-0129:27 Du,Ro�t Py LM
Created by Independent Third Party:Yes
17162.2 Series 3000 Aluminum Impact Fixed Series 3000 Aluminum Impact Fixed Window with Sentryglas
Window with Sentryglas interlayer interlayer
Limits of Use CertiAeation Agency Cettililcite
Approved for use in HVHZ:Yes EL17162_R2 C CAC NI012994.01.odf
Approved for use outside HVHZ:Yes FL17162,_R2__C CAC N1012094-R1.Ddf
Impact Realstant.Yes Quality Assurance Contract Expiration Date
Design Pressure.+100.0/-100.0 05/31/2018
Other Insulated Impact Glazing Type A: +95.0/-100,0 Installation Instructions
Impact Only Glazing Type B: +100.0/-100.0 EL17162 R2 1I 08-02309A.12df
Verified By: Luis R. Lomas,P.E.62514
Created by Independent Third.Party:Yes
Evaluation Reports
FL17162 R2 AE 13-0328.09-COMP.DdF
X17162 R2 AE 513066A.20f
FL17162 R2 AE NO lA 3-0328.09.ndf
Created by Independent Third Party:Yes
aeoh Next
Contact ::1940 Horth Mon"Street,tbnahassee ft.32399 ¢one:sso-487-1824
The State of Florida Is an ANEW employer.Convri=20007-741 State of Florida. priyacv Slatement;:Actesslbllity Statement::Reftmd Statement
Under Florida law,email addresses are public records.if you do not want your e•mall address released In response to a public-records request,do not send elechonic
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 emalls 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 JIM.
Product Approval Accepts:
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httpsJtwww.f cridabuilding.orgtpr/pr app dU.aspx?param=wGEVXQwtDgvCo3Ee#llBUR%2bfT%2fkczkvalmgMKwc6S4gyca/o2bnzilIMA%3d%3d 2l2
a �■■• NOTICE OF PRODUCT CERTIFICATION
x
S`4!
' r CERTIFICATION NO: N1012095
"? DATE: 08/1912014
CERTIFICATION PROGRAM: Structural
h =" COMPANY: Eastern
CODE: 17834
r�
To verify that the"Notice of Product Certification"is valid,please visit MM.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 "3000" Aluminum Flange Frame
10030 Bavaria Road Fixed Window(Low Design Pressure)
Ft.Myers,FL 33913 Configuration:O
Glazing:Monolithic-3/16"Heat Strengthened Glass/0.090"
DuPont PVB Interlayer/3/16"Heat Strengthened Glass or
IG-3/16"Annealed Glass/Laminate-3/16°Heat Strengthened
Glass/0.090"DuPont PVB Interlayer/3/16"Heat
Strengthened Glass
Frame: W-3048mm(120.00") H-1219mm(48.00")
DLO: W-2984mm(117.50") H-1181mm(46.50")
SPECIFICATION PRODUCT RATING
AAMA/WDMA/CSA 101/I.S.2/A440-11 Class CW-PG70 3048 x 1219(120 x 48)-FW
AAMA 506-11 Design Pressure:3351 Pa(70 psi)
ASTM E1886-05/E1996-09 Negative Design Pressure:3351 Pa(70 psi)
TAS 201/202/203-94 water Penetration Resistance Test Pressure:718 Pa(15.00 psi)
Wind Zone 4 -Missile Level D
Large Missile Impact Rated
Product Tested By: Certified Testing Laboratories,Inc.
Report No: CTLA 3010W-2/CTLA 301QW-2A CTLA 3010W-1/CTLA 301OW-1A
Expiration Date: May 31,2018
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
1
�■� NOTICE OF PRODUCT CERTIFICATION
Ul` CERTIFICATION NO: NI012096
r , DATE: 08/19/2014
CERTIFICATION PROGRAM: Structural
COMPANY: Eastern
CODE: 1783-1
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 NAM] if any corrections are required to this document.
COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION
Eastern Architectural Systems Series"3000" Aluminum Flange Frame
10030 Bavaria Road Fred Window-'
Ft.Myers,FL 33913 Configuration:O
Glazing:Monolithic-3/16"Heat Strengthened Glass/0.090"
DuPont PVB Interlayer/3/16"Heat Strengthened Glass or
IG-3/16"Annealed GlassftA- inate-3/16"Heat Strengthened
Glass/0.090"DuPont PVB Interlayer/3/16"Heat
Strengthened Glass'
Frame: W-1219mm(48.00") 11-1372mm(54.00")
DLO: W-1181mm(46.50") H4333mm(52.50")
SPECIFICATION PRODUCT RATING
AAMA(WDMA/CSA 101/I.S.2/A440-11 Class CW-PG851219 x 1372(48 x 54)-FW
AAMA 506-11 Design Pressure:4069 Pa(85 psi)
ASTM E1886-05/E1996-09 Negative Design Pressure:4309 Pa(90 pst)
TAS 2011202/203-94 water Penetration Resistance Test Pressure:718 Pa(15.00 pst)
Wind Zone 4-Missile Level D
Large Missile Impact Rated
Product Tested By: Certified Testing Laboratories,Inc.
Report No: CTLA 3010W-3/CTLA 3010W-3A CTLA 3010W-1/CTLA 301OW-1A
Expiration Date: May 31,2018
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
t
L. Roberto Lomas P.E. 13-01.29.27-COM' P
233 W.Main St
Danville,VA 24341
434-688-M9
illoni-as@ltlonmoe.com
June 8,2015
Ref- N.O.A. 13-0129.27
Manufacturer. E.I.DuPont De Nem-ours&Co... Inc.
DuPont P&JP Chestnut Run Plaza,712/1.61;P.O.Box 80712
Wilmington,DE 1,9880
Product: DuPont Buta.citeO PVB Interlayer
To Whom It May Concerns
This is to certify that I have reviewed all documentation.for_the enti0aw N A- r
r
my.review and to the,best of my Imowled e I found that the products in the RO.A.listed above)
comp} with the-requvements of the Florida Building Code;; Edition{2014),
Please note that I don't have nor will acquire a financial interest in any company manufacturing or
distributin in
g the product(s)for which the reports are he g 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).
Sincerely,
A
E N
.0
TAT.T
"A
! r . i '!-rti
V
NAL 'N
/-,,I J I I'l-ON
Luis R. Lomas P.E.
FL No.: 62514
1 of I
} 1 ,
L. Roberto Lomas P.E. Engineering Evaluation Report
233 W.Main St
Danville,VA 24541, Report No.: 513067A
434688-0609
rilomas@lrlomaspe.com
Manufacturer: Eastern Architectural Systems
16341 Domestic Ave.
Ft.Myers, FL 33912
Product Line: Series 3000 Aluminum Flange Frame Impact Fixed Window—HVHZ-PVB
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(aj.The product listed
herein complies with requirements of the Florida Building Code.
Supporting Technical Documentation:
1. Approval document:drawing number 08-02310 Revision A,prepared,signed and sealed by Luis Roberto Lomas
P.E.
2. Test report No.:CTLA 301OW-2&-3 signed and sealed by Ramesh Patel P.E.
Certified Testing Laboratories,Orlando,FL
TAS 201-94 Large Missile Impact Test,Level D,Wind Zone 4
TAS 202-94 Uniform Static Air Pressure,00.0psf design pressure,I5.0psf water penetration(120"x48")
+85.0/-90.Opsf design pressure, I6.0psf water penetration(48"x54")
TAS 203-94 Cyclic Pressure loading t70.Opsf(120"x48")
+85.01-90.Opsf(48"x54")
3. Report No.:CTLA 301OW-2A&-3A signed and sealed by Ramesh Patel P.E.
Certified Testing Laboratories,Orlando,FL
AAMA/WDMA/CSA 10111.S.2/A440-11
Design pressure: t70.Opsf(120"x48")
+85.01-90.0psf(48"x54")
Water penetration resistance /5.Opsf
ASTM E1886-05 and ASTM E1996-09
ASTM E1886/E1996 Large Missile Impact,Level D,Wind Zone 4
ASTM E1886/E1996 Cyclic Load Test,t70.Opsf(120"x48")
+85.0/-90.0psf(48"x54")
4. Anchor calculations,report number 513067-1,prepared,signed and sealed by Luis Roberto Lomas P.E.
Limitations and Conditions of use:
Maximum design pressure: i7O.Opsf(120"x48")
+85.0/-90.Opsf(48"x54")
• Maximum unit size: 120"x 48"and 48"x 54"
• Units must be glazed per ASTM El 300-04,see installation instructions for glass details.
• This product is rated to be used in the HVHZ.
• This product is impact resistant and does not require impact protection in wind bome debris regions.
• Frame material to be aluminum.
Installation: Units must be installed in accordance with approval document,08-02310 Revision A.
Certification of independence: Please note that I don't have nor will acquire a
1�1111l.!!L!
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 yt� 5 ', �lr
other entity involved in the approval process of the listed product(s). NN;,Z,•\0 E
TAT OF
OR
!�11111
1 of 1 Luis R.Lomas,P.E.
FL No.:62514
06/22/2015
MIAMI, ADE MIANH DADECaUM
PRODUCT CONTROL SECTION
11805 SIN 26 Street,Room 20$
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2390 F(796)315-2599
NOTICE OF ACCEPTANCE tNOA)
www miamidade.aov/eevnomv
EX DuPont De Nemours&Co.,Inc.
DuPont P&IP Chestnut Run Plaza,712/161,P.O.Box 80712
Wilmington,DE 19880
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 NOAH shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section (in Miami Dade County)and/or the AHI(in areas other than Miami Dade County)reserve the right
to have this product or material tested for quality assurance purposes. V 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 tate Florida Building
Code,including the High Velocity Hurricane Zone.
DESCRIPTION:DuPont ButaciteO PVB Interlayer
APPROVAL DOCUMENT:Drawing No. 13-0129.27,titled"DuPont Butacite®PVB Interlayer",Sheet 1
and 2 oft,dated 01/15/2013,prepared by i✓.1.DuPont Do Nemours&Co.,Inc,signed and sealed by Allan
A.Kozich,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:Laminated lites under this Product Approval shall be permanently marked in a corner of the
glass with:"MDCA-Butacite*PVB';standing for'?vfiami-Dade County Approved-Butacite@ PVB",and
the laminator's identification mark. These marks shall be applied by the individual laminator producing the
finished laminated glass product containing the Butacite®PVB interlayer.
RE,NE,WAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code 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,andlor 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 provided 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.
T19s NOA revises NOA#11-111&03 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.13-0129.27
terra- ac uM f Expiration Date:December 11,2016 }
_ Approval Date:April 11,2013
0 Page I
E.I.DuPont De Wetngurs&Co.:Inc,
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No.13-0129.27,titled"DuPont Butacitee PVB Interlayer'; Sheet 1 and 2 of
2,dated 01/15/2013,prepared by E.1.DuPont De Nemours,&Co.,Inc,signed and
sealed by Allan A.Kozich,P.E.
B. TESTS "Submitted ander NOA #11-0624.01"
Test report Standard Date Sip-nature
1. A2280.01-10-18 ASTM D1929 03/29/11 Joseph A.Reed,P.E.
2. A2280.01-10-18 ASTM D 635 03/29/11 Joseph A.Reed,F.E.
3, A2280.01-10-18 ASTM D 2843 03/29/11 Joseph A.Reed,P.E.
4. A2280.01-10-18 ASTM G 155 03/29/11 Joseph A.Reed,P.E.
5. A2280.01-10-18 ASTM G 158 03129/11 Joseph A.Reed,P.E.
C. CALCULATIONS
1. None,
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS "Srrbfnitted tinder NOA #11-1118.03"
1. Statement letter of code conformance to 2010 FBC issued by Allan A. Kozich &
Associates,dated 03/01/2012,signed and sealed by Allan A. Kozich,P.E.
"Submitted under NOA#11-0624.01"
2. Statement letter of co49,,ponformance to 2007 FBC and no financial interest issued by
Allan A. Kozich &."Associates, dated 08/09/2011, signed and sealed by Allan A.
Kozich,P.E.
113
Carlos M.Utrers,F.E.
Product Control Examiner
NOA No.13-0129.27
Expiration Date:December 11,2016
Approval Date:April 11,2013 f
E-i
3 ,
DUPONT BUTACITE0 PVB INTERLAYER
i
EBQQUCT OESCRIPTIO-N
MANUFACTURED BY: E.I.DUPONT DE NEMOURS&CO.,INC.
A PLASTIC INTERLAYER MATERIAL FOR LAMINATION WITH GLASS
ON BOTH SIDES. A TYPICAL GLAZING 18•MADE OF THE FOLL. OWING
COMPONENTS:
f
A B C A - 118" 3.0 mm Annealed Glass '
9ECTl B - 0.030° 0.76 mm DuPont ButedteO PVB Interla r
C - 1/80 3.0 mm Annealed Glass
MATERIAL CHARACTERISTICS
ButackeS PVB Interlayer (Clear)
Desi Wetton Test prop!!203
ButaciteO PV13 intens . Clear
Self Ignition itmpemwe ASTM D1929 788'F 420 L^
Flash-IgnItimje ratWre ASTM D1929 788 OF 420•C
Aw Smoke Diensity-Wt—Ing Density—Wt—IASTM D2843 7.2 . '
Burning Rate ASTM D635 0 mmfndm
Xenon Weethering(4540 hrs) ASTM C168-02 `Weathering Flwwrel Strength
Method A ASTM C13S-02 Method A
Before I Atter
2940 psi 1- -.3189pi
•WRATEIERING PER SECTION 2612 OF TIE FLORIDA BUILDING CODE
THIS IS A COMPONENT APPROVAL AND DOES NOT INCLUDE AN EVALUATION OF STRUCTURAL PERFORMA NOE OF THIS
COMPONENT. SYSTEMS INCORPORATMIG THIS COMPONENT SHALL APPLY FOR A PRODUCT APPROVA!. TO THIS
OFFICE AND SHALL SUBMIT TEST REPORTS AND OTHER REQUIRED DOCUMENTS SHOWING THAT THE SYSTEM USING
THIS COMPONENT WILL RESIST THE LOAD$ACCORDING TO CHAPTER Is OF THE FLORIDA BUILDING CODE.
VB laterla,ver:,,
BdMka Ce&- !. .1,t .E:I..duPont-de Nemotsni&Co.,Inc. .
gm,
��� � � � pO PnlP&)P,-G><.• ?4 Chestnut Run Plaza Bldg 7121161
��1E"aF•• S►'• �' �'.O. Box 80712
No iiBoe4 s > Wilmington DE 19880-0712
_= Phone: 302-999-2125
Ray.File#13•012U1 Sheet 1of 2
$TATE OF Drawing Date: 01/15/13
�i3O,�•••A- ,01�•'�2� 04- 03 2013 Allan A. Kozich, PE
••.0 A..••'�d�+` CA No. 1165 Registration# 16864
9
i
DUPONT BUTACITEt. PVB INTERLAYER
Material Characteristics
Butacite@ PVB Interlayer (Colors)
Designation Test es
Self IgniflorILem ereture a ASTM 01928 788'F 420'C
SON i rdtlorl T tore ASTM 01829 788' 420
Satf Ignition Temperature 3 ASTM D1929 788 7 W20'C•
$elf I n$tion Temperature 141 ASTM 01929 188F 420 G)
Self i nitir n Tram store J1 ASTM D1929 788 7 420 r
Flash n38on 1'em nature 1 I ASTM A1929 788 7 E20 r,)
Rash.i riitian Tempenatrrre t2J - ASTM D1928 770'1: 4101✓
Flash Igniffm Tempenature 3 ASTM D1929 770 IF 410 t
Flash nitlost lekerature-fAl ASTM D1929 7887(420'C)
f lash i nition Tern ratture OtASTM DIM 78871120
Av Smote g 1I ASTM 02843 7.2 .
Avg Smoke Riung 121ASTM D2843 9.1
Av 8moke C} i taO ASTM D2843 10,2
Av &rioke'Densit Ratan 4 ASTM D2843. 90.1"
Amg Smoke Dan sit R$8rlg[ ASTM D2843 8.1
Burning 8019,01 ASTM D836 0 mm/min.
Burnt Rete[91 ASTM D635 0 rnmfinin.
Bu Rats t4l ASTM D635 0 mmIr-Wn.
Burn Rate 4 ASTM D635 0 r-ardin.
BuRate S ASTM D635 0 mnvnrdn.
[1]Gear Butedle®PVB interi�ayer swftocia bMianlda
121 Charcoal Grey Butadte®PVB Interlayer -AoD'N' "Tl0' `d •�7
(31 Blue-Green ButackeV PVB Interlayer
141 Azure Blue Bt acksO PV8 interlayer ���•
15)Solar Bronze Butadte®PVB Interlayer
THIS IS A COMPONENT APPROVAL AND DOES NOT INCLUDE AN EVALUATION OF STRUCTURAL PERFORMANCE OF THIS
COMPONENT. SYSTEMS INCORPORATING THIS COMPONENT SHALL APPLY FOR A PRODUCT APPROVAL TO THIS
opme:AND SHALL SUSMrT TEST REPORTS AND OTHER REQUIRED DOCUMENTS sHOwme THAT THE SYSTEM USING
THIS COMPONENT VOLL RESIST THE LOADS ACCOR13 NO TO CHANTER 16 OF TNS FLORIDA BUILDING CODE.
iuobirr �'CuPOnt BUtacitsO PV8 lnter�eye'r'
4 ��iti� • K h��, E.I.duPont de Nemours
&Co., Inc.
�� DuPont KIP GLS
��,ti'� RB `• '� Chestnut Run Plaza Bldg 712/161
P. O.Box 80712
�• t Wilmington DE 19880-0712
-• Phone: 302-998.2125
STATSkV, file#13-012UT Sheet 2of2
♦ �~ Drawing Date; 0.1115113
r �'• �+ . . �► �► D 4-
to 3If-613 Allan A. Koz{ch, PE E
flu 0. l'7 G+5 Registration#16864
�ttiiilE
F
r
F
REVISIONS
REV DESCRIPTION DATE APPROWD
A REVISED INSTALLATION DETAILS 08/22/15 R.
NOCRE-11RIMENTS
15. FOR.ANCHORING FRAME INTO MASONRY/CONCRETE USE 1/4' TAPCONS WITH SUFFICIENT
1. E PRODT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2"
OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
2. WOOD FRAMI AND MASONRY OPENING BE DESIGNED AND ANCHORED TO PROPERLY DETAILS.
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE 16. FOR ANCHORING FRAME INTO METAL STRUCTURE USE 1/4" SMS OR SELF DRILLING SCREWS
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. 1% BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR
WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2' WINDOW UNITS MUST BE 17. ALL FASTENERS TO BE CORROSION RESISTANT.
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED 18.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI.
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE I (OR GREATER).
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. D. METAL STRUCTURE: STEEL 18GA, 33KST OR ALUMINUM 6063—T5 1/8` THICK MINIMUM
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED 19.WINDOW MAY BE INSTALLED HORIZONTALLY OR VERTICALLY
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF 20.GEOMETRICSHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS
THE ARCHITECT OR ENGINEER OF RECORD. SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS IN SHEET 2. GEOMETRIC SHAPES ARE NOT LIMITED TO SHAPES SHOWN HEREIN.
PROVIDED.
B. 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 ALUMINUM 6063—T6.
12.UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 2 FOR GLASS DETAILS.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT R QUIREQ FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
14. FOR ANCHORING FRAME INTO WOOD FRAMING OR 2X BUCK USE #14 WOOD SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 7/16' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
SIGNED.,0623/2015
_ r Eastern. IE. .
'N`b.
TABLE OF CONTENTS SERIES 3000 ALUMINUM FLANGE FRAMES 6'
SHEET N0. DESCRIPTION IMPACT FIXED WINNDDO S- HVHZ
.� tV`•
1 NOTES
DRAM:2 ELEVATION AND GLAZING DETAILS JJLEE vAc 08- E310 A
3 - 4 INSTALLATION DETAILS NTS 07 24/14 1 OF 4
AllL
V.
=MAXFIRAMEocscmanor+ areA REVISED INSTALLATION DETAILS 06/22/15 R.L.
AX 48" MAX FRAME WIDTH
6" MAX 6" M 6" MAX 2 ( O.C. 6` MAX
6' MAX
/ ll
8" M
12' MAX �
O.C. / �\
48 46 1/2" \
MAX
FRAME
HEIGHT D. 0. 54" 52 1/2"
MAX MAX
/ HE GHT
/ D.L.O.
l 10
\\
I 6" MAX _
MAX O.C.
B"
6" NAX —!—! MAX I 6' MAX
O.C. 4" MAX Imo—4" MAX
4" MAX 46 1/2" MAX D.L.O.
A" MAX
117 1/2" D.L.O.
DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURE RATING IMPACT RATING
f70.OPSF RGE
MISSILE1MPACT +85.01-90.OPSF [AR
GE MISSILEIMPACT
MISSILE LEVEL D,WIND ZONE 4 AND NVHZ MISSILE LEVEL D,HIND ZONE AND HVlff
SERIES 3000 PW FIXED WINDOW
EXTEROR VIEW
1 1/32' 7/16
3/16` Hs 3/16 Hs SIGNED.06/23/2015
3/16" ANN .090 PVB BY DUPONT .090 PVB BY DUP T rrm a+.aw,:enaue e,no
EXTERIOR EXTERIOR wii e'+wtir ..... `� 11L
3/16" HS 7/16' LAM] 3/16- HS 'IS
a -1 1/32" LAMI INTERIOR GLAZING INTERIOR1!GLAZINGNPACERE { SIKAFLEX ERIES 3000 ALUMINUM FLANGE FRAMEr�-*•. 0IMPACT FIXED WINDOW — HVHZ — PVBSIKAFLEX 4" SITE 552 ELEVATIONS AND GLAZING DETAILS � ,3/4" 917E 552p,v !GLAZING DETAIL A GLAZING DETAIL 8 TS WE 07/24 14 08-023105N�T20F 4 A
M
5/8" MIN. REVISIONS
EDGE DISTANCE 1" MIN REV DFS[PoP110>+ DATE A° D
WOOD FRAMING METAL EDGE DISTANCE f I A REVISED INSTALLMON DETAILS 06/22/15 R.L.
OR 2X BUCK 1 7/16" MIN STRUCTURE
BY OTHERS EMBEDMENT BY OTHERS 1/4' MAX.
I_ r SHIM SPACE
—1/4' MAX. 1" MIN.
APPROVED 1/4" MAX. APPROVED SHIM SPACE EDGE DISTANCE INTERIOR
SEALANT SHIM SPACE. SEALANT
BEHIND FLANGE BEHIND FLANGE �-
1 4' SMS OR
1/4" SMS OR
#14 WOOD SELF DRILLING SELF DRILLING
SCREW SCREW SCREWS
METAL
STRUCTURE
BY OTHERS EXTERIOR
APPROVED SEALANT
BEHIND FLANGE
IV INTERIOR EXTERIOR INTERIOR JAMB.INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
EXTERIOR
1 7/16" MIN. 1/4" MAX.
EMBEDMENT r SHIM SPACE
EDGE DISTANCE INTERIOR
#14 WOOD
1/4- SMS
SELF DRILLING
SCREW SCREW #14 WOOD
APPROVED APPROVED SCREW
SEALANTSEALANT
1/4" MAX q
BEHIND FLANGE BEHIND FLANGE 1/ " MAX. WOOD FRAMING EXTERIOR
SHIM SPACE _�SHIM SPACE OR 2X BUCK
BY OTHERS APPROVED SEALANT
WOOD FRAMING METAL BEHIND FLANGE
OR 2X BUCK 1 7/16' MIN STRUCTURE
BY OTHERS EMBEDMENT BY OTHERS JAMB INSTALLATION DETAIL.
1' MIN WOOD FRAMING OR2XBUCKINSTALLATI0N
5/8" MIN. a EDGE DISTANCE SIGNED:06/23/2015
EDGE DISTANCE VERTICAL CROSS SECTION um�.wmenraer..nu
sn
METAL STRUCTURE � � � \\\1llNfIJ/r.
VERTICAL CROSS SECTION rSERIES
EsSBrn � Ls 'i=
WOOD FRAMING OR2XBUCKINSTALLA7TONEAI
3000 ALUMINUM FLANGE FRAME *•OAT #�'
NOTES: PACT FIXED WINDOW - HVHZ - PVB
1.INTERIORANOEXTERIOR FINISHES.BYOTHERS, FLANGE INSTALLATION DETAILS i ce`
NOTSHOWNFORCLARITY.
2.PERIMETER AND JOINT SEALANT BY07HERSTOBE V.vONO, �DESIGNEDINACCORDANCEWITHAS7ME2f12 �� OS- 10 A 7i'll"07/24/14 3 OF 4 Itifill
2 1/2" MIN. REVISMM
EDGE DISTANCE REV oEsemolww w1E AWRGVM
CONCRETE/MASONRY ARENSED IN5iAUATION DEfNLS 06/22/15 R.L.
BY OTHERS e • '
e•
e • 1 1/4" MIN.
OPTIONAL IX BUCK • •e. e. ' EMBEDMENT
SEE NOTES 3-7 SHEET 1 • EMBEDMENT
{
CONCRETE/MASONRY
1/4" MAX. BY OTHERS ...
APPROVED SHIM SPACE 1/e" MAX.
SEALANT OPTIONAL 1X BUCK a SHIM SPACE
BEHIND FLANGE SEE NOTES 3-7 SHEET 1 �. '
1/4" TAPCON 1/4" TAPCON
INTERIOR
AIL
�.a
2 1/2" ,
EXTERIOR INTERIOR MIN.
EDGE ..
DISTANCE a EXTERIOR
APPROVED SEALANT
BEHIND FLANGE
JAMB INSTALLATION DETAIL
1/4' TAPCON CONCRETEWSONRYINSTALLAWN
APPROVED
SEALANT
BEHIND FLANGE
OPTIONAL 1X BUCK HIM MAX.
SEE NOTES 3-7 SHEET 1 SHIM SPACE NOTES:
1.INTERIORAND EXTERIOR FINISHES,BYOTNERS,
T I PERIMETER OTSHOWN FAND�AOI SEALANTSYOTHERS TOBE
CONCRETE/MASONRY _� DESIGNED INACCORDANCE WMI ASTM E2112
BY OTHERS 4 SIGNED:M3/2015
a+ 1 1/4" MIN. lllll
e• •• e ' < EMBEDMENT
M
..._ Sam I
Ym�.. \,````R
.. � • •• .• �_:jy:�.�r".«u��.«v.n,:�•u.�a�tru+ nd�iaivn
VERTICAL CROSS SECTION SERIES 3000 ALUMINUM FLANGE FRAME w� p
CONCRETFJMASONRYINSTALLATK3N IMPACT FIXED WINDOW - HVHZ - PVB
FLANGE INSTALLATION DETAILS � .
oRAwn: IM ND. REv i 4 iOR
SCN EMrE 14 OB-0231 D A
NTS 0724 4 OF 4
O 2016 Florida Building Code Online
p.
i a 1r.
d Bas Home I Login I user Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publicntio s FOC Stell
eardr I
Usines I Product Approval
ProfessiWUOR.Public User
Regulation
grt Aoorovai Menu>Product or Aodlratlon Search>Aodication List>Appkation Detep
FL34604-R4 F L( ,�. �#.�c
Application Type Rev son
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 tri
Product Manufacturer CFt.
rn Architectural Systems
Address/Phone/Email Domestic Ave.
yers,FL 33912
432-2204 Ext 4314d:@easternmetal.com
Authorized Signature Timothy Hoard
thoard@eastemmetal.com
Technical Representative Timothy J. Hoard
Address/Phone/Email 10030 Bavaria Road
Fort Myers, FL 33913
I (800)432-2204 Ext 4314
E thoard@easternmetal.com
ill '
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) SAandard 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
i
Equivalence of Product Standards }
httpsJM rww.floridabL ildirig.orgW/pr app c 1.aspx?param=wGEVXowtDgsw8ZVNfeBA7ba&84AYj7ta/`2t*Etd6yLZmllQcT5Ve9Rdw%3d%3d 1/3
5/9 2096 Florida Building Code Ordine
Certified By
Product Approval Method Method 1 Option A
Date Submitted 04/2212016
Date Validated 05/12/2016
Date Pending FBC Approval
Date Approved 05/15/2016
Surrimary of Products
Fl.# Model,Number or Name Description
14604.1 Series 1000 Non-Impact Aluminum Series 1000 Non-Impact Aluminum SH
SH
Umlti of Use Certification Agency Certificate
Approved for use In HVHZ:No FL14604 R4 C CAC N11006177&IR4-sloned-od
Approved for use outside HVHZ:Yes EL146W R4 !C CAC N100617702-112--sloned.od
Impact Resistant:No Quality Assurance Contract Expiration i
Design Pressure: +45/-45 06/30/2020
Other. Installation Instructions
EL14604 R4 11 08=02477,od
Verified By: Luis R. Lomas,P.E. 62514
Created by Independent Third;Party: Yes
Evaluation Reports
FL14604 R4 AE 513233.pd
Created by Independent Third,:Party: Yes
14604.2 Series 1431 Non-Impact Vinyl SH Series 1431 Non-Impact Vinyl SH Nailing Fin
Nailing Fin
Umfts of Use Certl0cation Agency Certifleite
Approved for use In HVHZ:No FL! D4 R4 I d.odf
Approved for Use outskile HVHZ.Yes Quality Assurance contract Ekipfration Date
Impact Resistant:No 12/31/2019
Design Pressure:+50/-50 Installation Instructions
Other.Configuration:O/X Vent Size: W-44.38"H-35" 8L14604 R4 11 0 Ei±-00SSfiB,SWf
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
F 60 R4 AE 510945.2df
Created by Independent Third,Party: Yes
146043 Series 1441 Non-Impact Vinyl SH Series 1441 Non-Impact Vlnyl�SH Range
Flange
Limits of Use Certification Agency Certlifficalle
Approved for use In HVHZ:No FLI4604 R4 C CAC
Approved for use outside HVHZ:Yes Quality Assurance Contract t, xplra
p1ra
p1ra
p1m on 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" Fi"Wfj04 R4 II 0Q558B.odf
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
8,14604 R4 AE 510S
Created by Independent Third Party: Yes
14604.4 Series 2451 Impact Vinyl SH Nailing Series 2451 Impact Vinyl SH Nailing Fin
Fin
umilts of Use Certification Agency CertificateApproved for use In HVHZ:No E314604 R4 C CAC NIO1253 I 3-Rj=sioned�o. df
Approved for use outside HVHZ.,Yes Quality Assurance Contract Expiration Date
Impact Resistant,Yes 02/28/2017
Design Pressure:+50/-50 Installation Instructions
Other.Configuration: O/X Max. Frame Size: W-48"H-72" EL14604_R4 11 08-0562B.odf
Max.Vent Size:W-44.25"H-35"Glazing: 3/4"Overall Verified By: Luis P. Lomas, PE. Florida P.E. 62514
Laminated IG Created by Independent Third Party. Yes
Evaluation Reports
F
L14604 R4 AE 510951.ndf
FL14604— R4 AE NOA 14-0423,17.PD
Created by Independent Third ParW1 Yes
114604.5 series 2461 impact vinyl SH flange Series 2461 Impact Vinyl SH Mange
https:ik^vw.floridabUlcOng.agtpripr_app o.aspx?param=wGEVXQwtDqsw8ZVNfeBA7ba&84AYj7?k2bkEWyLZmltQcTSVe9Rdw%3do/.3d 213
5J9f6 Florida Bonding Code Olfine
Limits of Use Certification Agency Cartificete
Approved for use In HVHZ:No CAC NI012522,0_ 1-R?.ndf
Approved for use outside HVHZ:Yes Quality Assurance Contract E�plri tion Date
Impact Resistant,Yes 02/26/2017
Design Pressures t50/-50 InsWilation Instructions
Other:Configuration: 0/X Vent Size: W-51"H-34.5"Glazing: RA4604 R4 II 08.005648. f
3/4"Overall Laminated IG Verified By: Luis P. Lomas,RE. Florida P.E. 62514
Created by Independent Third Party:Yes
Evaluation Reports
EL14604 R4 AE S10953A,odE i
FL14604.R4 AE NOA 14-0423,17,PD
Created by Independent Third Party:Yes
14664.6 Series FWI 1000 Impact Aluminum Series FWI 1000 Impact Aturnin.1m SH
SH
Limits of Use Certification Agency Certilicate
i Approved for use In HVH :Yes. FL14604 R4 C ,AC NI409t)20i01-R2-slangda
Approved for use outside Z:(E) pJ,igp04 R4 C CAC NI009020102-111-signed.odf
impact Resistant:Yes EL14604 R4 C CAC N1009020103 R2-sioned:Ddf
Design Pressure:N/A FL14§0 g4 C CAC N1010670,101-Ri of
Other.See drawing 08-02476 for design pressures. EL14604 R4 C CAC NI010670- 1- ioned.odf
Quality Assurance Contract Expiration Date
12/31/2019
installation Instructions `
fl14SQQ Rd II 08-02476.adf
Verified By: Luis R.Lomas,P.E. Florida P.E. 62514
Created by Independent Third{Party: Yes
Evaluation Reports
is 1. 4604 114 AF 5132_32.odf
EU4604 R4 AE NOA 74-04 113;,6.PDF
EL14604 R4 AE NOA 14-02311'7 POF
° Created by Independent Third0arty:Yes
pock Next
::1940 North Mon.=Street.IbilahassM FL 32399 Phone:850.487-1824
The State of Florida Is an AglEEO employer.QWaht 2007.2013 State of 52 dda.::Prlyacv Statement::A bility Statement::Refund Statement
Under Florida law,email addresses errs public records,It you do not want your e-mail 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.u you have am questions,please contact eso.487 ws.*Pursuant to Section
1 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Departmerit vdth an email address It 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 oddness,please provide the Department with an emali address which an be made available to the public,To detemslne if you are a licensee under Chapter
455,F.S•,please dl&b,,
Product Approval Accepts:
Wcuntymmuce
t
i
t
https:]www,floridabuilcing.org/pr/pr app rid.aspx7param=wPEVXQWtDgswBZVNfe8A7badr84AYj7t%2bkEtdWmlfgcTSVe9Rdw%3clo/o3d 313
j
NOTICE OF PRODUCT CERTIFICATION
CERTIFICATION NO: N1009020.01 R2
DATE: 04113/2011
CERTIFICATION PROGRAM: Structural
COMPANY: Eastern
CODE: 1783-1
REVISION DATE: 08!0512014
t k _
To verify that the"Notice ofProduct Certification"is valid,please visit www.NANUCertification.cbm 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 NAM AND ADDRESS PRODUCT DESCRIPTION
Eastern Architectural Systems Series"FWI 1000"Aluminum
10030 Bavaria Road Impact Rated Single Hung Window
Ft,Myers,FL 33913 Configuration:O/X
Glazing:Laminate-3/16"Heat Strengthened
Glass/0.100"HP Solutia/
3/16"Heat Strengthened Glass
Frame: W-1359mm(53.5") H-1943mm(76.5")
Sash: W-1283mm(54.5") 11-912mm(38.25')
SPECIFICATION PRODUCT RATING
TAS 201/202/203-94 Design Pressure: 5746 Pa (120 psi)
Negative Design Pressure: 7152 Pa(150 psi)
Large Missile Impact Rated
Product Tested By: National Certified Testing Laboratories
Report No: NCTL-210-3753-1
Expiration Date: April 30,2020
Administrator's Signature:
NATIONAL ACCREDITATION AND
MANAGEMENT INSTITUTE, INC.
4794 George Washington Memorial Highway
Hayes,VA 23072 t
Tel: (804) 684-5124 {
Fax: (804)684-5122
x
NOTICE OF PRODUCT CERTIFICATION -
,rc
vTPACERTIFICATION NO: NI009020.02 Rl
h a Tr DATE: 04/13/2011
CERTIFICATION PROGRAM: S tructural
COMPANY: Eastern
CODE: 1783-1
REVISION DATE: , 08105/2014
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 appliedto the product to claim
certification status. Please review and advise NAMI if any corrections are required to this document.
t
COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION
Eastern Architectural Systems Series"FWI 1000" Aluminum
10030 Bavaria Road Impact Rated Single Hung Window
Ft.Myers,FL 33913 Configuration:O/X
Glazing:Laminate-1/8"Annealed Glass/
0.090"Safety-Plus II interlayer/
1/8"Annealed Glass
Frame: W-1349nun(53.13") H-2438mm(96")
Sash: W-1281mm(50.44") H-1226mm(48.25")
SPECIFICATION PRODUCT RATING
TAS 201/202/203-94 Design Pressure:12873 Pa(60 psf)
Large Missile Impact Rated
Product Tested By: Fenestrtion Testing Laboratory,Inc.
Report No: 07-311/5417/02
Expiration Date: September 30,2020
Administrator's Signature:
NATIONAL ACCREDITATION AND.
MANAGEMENT INSTITUTE, INC.
4794 George Washington Memorial Highway ;
Bayes,VA 23072
Tel: (804) 684-5124
Fax: (804)684-5122
{
t
t
i
NOTICE OF PRODUCT CERTIFICATION
9 �
CERTIFICATION NO: NI009020.03-R2
= M� DATE: 04%26!2011
Nr M CERTIFICATION PROGRAM: Structural
poll
COMPANY: Eastern
� CODE: 1783-1
REVISION DATE: 06/16/2014
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. 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 "FWI 1000" Aluminum
10030 Bavaria Road Impact Rated Single Hung Window
Ft.Myers,FL 33913 Configuration:O/X
Glazing:IG-Laminate-1/8"Heat Strengthened
Glass/0.090"Saflex by Solutia/l/8"Heat Strengthened
Glass/0.250"Air Space/l/8"Heat Strengthened Glass
Frame: W-1219mm(48") H-1829mm(72")
Sash: W-1194mm(47") H-965mm(38")
SPECIFICATION PRODUCT RATING
TAS 201/202/203-94 Design Pressure: +75/-75 psf
Large Missile Impact Rated
Product Tested By:National Certified Testing Laboratories/Fenestration Testing Laboratory
Report No: NCTL-210-3374-1/FTL-3598-File 02-311
Expiration Date: December 31,2019
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
r
� �Ce
CERTIFICATION NO: NI010670.01-R1
� DATE: 10/43/2012
y � 8 .. ' CERTIFICATION PROGRAM: Structural
COMPANY: Eastern
��a r
R � ���,,y. _ " CODE: 1783-1
k` REVISION DATE: 02/89/2016
To verify that the"Notice of Product Certification"is valid,please visit www.NAMICertification.c6m 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 io':thc 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"FWI 1000SH"Aluminum
16341 Domestic Avenue Flange Frame Single Hung Window
Ft.Myers,FL 33912
Configuration:O/X
Glazing:IG-i/8"Annealed Glass/laminate-3/16"Heat
Strengthened Glass/0.090"Saflex' Interlayer/
3/16""Heat Strengthened
Frame: W-1349mm(53.13") H-1981mm(78")
Sash: W-1283mm(50.5") H-1003mtn(39.5")
SPECIFICATION PRODUCT RATING
f
ASTM E1886-05/E1996-06 Design Pressure: +80/400 psf
TAS 201/202/203-94 Wind Zone 4-Missile:Level D
AAMA/WDMA/CSA 101/I.S.2/A440-05 Large Missile Impact Rated
H-LC801349 x 1981 (53 x 78)
Product Tested By: Element Materials Technology
Report No: ESP009274P-I O/ESP009274P-11
Expiration Date: April 30.2021
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
i
NOTICE OF PRODUCT CERTIFICATION
" '''IG`"��'� ' , CERTIFICATION NO: NI010670-R1.
f`o ' DATE: 05/25/2011
' CERTIFICATION PROGRAM: Structural
i
COMPANY: Eaitern
CODE: 1783-1
REVISION DATE: 08/05/2014
_ 4
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 mustbe 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"FWI 1000" Aluminum
10030 Bavaria Road Impact Rated Single Hung Window
Ft. Myers,FL 33913 Configuration:O/X
i
Glazing:Laminate-3/16"Heat Strengthened
Glass/0.090"Saflex I1IG PVB Interlayer/
3/16"Heat Strengthened Glass
Frame: W-1346mm(53") H-1956mm(77")
Sash: W-1314mm(51.75") H-984mm(38.75").
SPECIFICATION PRODUCT RATING
TAS 201/202/203-94 Design Pressure: 3830 Pa(80 psi)
Negative Design Pressure:4788 Pa(100 psf)
Large Missile Impact Rated
Product Tested By: Fenestration Testing Laboratory, Inc.
Report No: 5682/11-749
Expiration Date: July 31,2020
Administrator's Signature:
NATIONAL ACCREDITATION AND
MANAGEMENT INSTITUTE, INC.
4794 George Washington Memorial Highway
Bayes,VA 23072
Tel: (804) 684-5124
Fax: (804) 684-5122
r ,
L. Roberto Lomas P.E. Engineering Evaluation Report
233 W.Main St
Danville,VA 24541 Repoit No.: 513232
434-688 0609
rllomas re lrlomaspexem
Manufacturer: Eastern Architectural Systems
10030 Bavaria Rd
FT Myers,FL 33913
Product Line: Series FW)1000 Aluminum Single Hung Window—Impact
Compliance:
The above mentioned product has been evaluated for compliance with the requirements of the Florida a rtment of
Business and Professional Re ulation for Statewide Acce arca r Rule 61620-3.005 method 1{a} The product listed
herein comp les with requirements of the Florida Building Coda.
Supporting,Technical Documentation;
1. Approval document:drawing number 08.02476,prepared,signed and sealed by Luis Roberto Lomas P.E.
2. Test report No.:NCTL 210-3374-1 signed and sealed by Gerard J.Ferrara P.E.
National Certified Testing Laboratories,Orlando,FL
TAS 201-94 Large Missile Impact Test,Level D,Wind Zone 4
TAS 20.3-94 Cyclic Pressure loading t75.0psf design pressure
3. Test report No.:NCTL 210-3753-1 signed and sealed by Gerard J.Ferrara P.E.
National Certified Testing Laboratories,Orlando, FL
TAS 201-94 Large Missile Impact Test,Level D,Wind Zone 4
TAS 202-94 Uniform Static Air Pressure,+120.0/-150,Opsf design pressure,20.Opsf water penetration.
TAS 203-94 Cyclic Pressure loading+120.0/-150Apst design pressure
4. Test report No.:FTL 5682/11-749 signed by Manny Sanchez.
Fenestration Testing Laboratory,Medley, FL
TAS 201-94 Large Missile Impact Test,Level D,Wind Zone 4
TAS 202-94 Uniform Static Air Pressure,+80.0/-100.0psf design pressure, 12.Opsf water penetration.
TAS 203-94 Cyclic Pressure loading+80.0/-100.Opsf design pressure
5. Test report No.:ESPOO9274P-10 signed and sealed by Ramesh C.Patel P.E.
Element Materials Technology,Wausau,WI
AAMAANDMA/CSA 101/I.S.2/A440-05
Design pressure: +80,0%100.0psf
Water penetration resistance i2.Opsf
ASTM E1886-05 and ASTM E1996-05
ASTM E1886/E1996 Large Missile Impact,Level D,Wind Zone 4
ASTM E1866/E1996 Cyclic Load Test,+80.01-100.Opsf design pressure
6. Test report No.:ESPOO9274P-11 signed and sealed by Ramesh C.Patel P.E.
Element Materials Technology,Wausau,WI
TAS 201-94 Large Missile Impact Test,Level D,Wind Zone 4
TAS 202=94 Uniform Static Air Pressure,+80.0/-1 OO.Opsf design pressure, 12.Opsf water penetration.
TAS 203-94 Cyclic Pressure loading+80.0/-100.0psf design pressure
7. Test report No.:FTL 07-311/5417/02 signed by Manny Sanchez.
Fenestration Testing Laboratory, Medley, FL
TAS 201-94 Large Missile Impact Test,Level D,Wind Zone 4
TAS 242-94 Uniform Static Air Pressure,t60.Opsf design pressure,9.Opsf water penetration.
TAS 203-94 Cyclic Pressure loading t60.Opsf design pressure
8. Anchor calculations,report number 513166-1,prepared,signed and sealed by Luis
Roberto Lomas P.E.
�,t S 0 i�✓
0 496 11fr
TATE OF
�,'ft►,S t p ipQ;'-
..
1 of 2 Luis R.Lomas,P.E.
FL No.:62514
09/08/2014
t.
L. Roberto Lomas P.E. Engineering Evaluation Report
233 W.Main St
Danville,VA 24541 Report No.: 513232
434-688 0609
rllomas@lrlomuspe.com
Limlfeflons and Condidons of use:
• Maximum design pressure: Refer to installation drawing.
• Maximum unit size: Refer to installation drawing.
• Units must be glazed per ASTM El 300-04,refer to installation drawing for details.
• 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 Aluminum 6063-T5.
tnsfallation:Units must be installed in accordance with approval document,08-02476.
Cerflf caflon 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).
b
NN
• i
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• i • 'y,�
W
TAT OF
O _
jNA1
2 of 2 Luis R.Lomas, P.E.
FL No.:62514
09/08/2014
R
Y
MIA MD1ADE' MIAMI DADE COUNTY
PRODUCT CONTROL SECTION
I 1805 SW 26 Street,Room 208
DEPARTMENT OF:REGULATORY AND ECONOMIC RESOURCES(RER) idiami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F{78 r£j 31S 2599
NOTICE OF ACCEPTANCE (NOA) ww�vmlamtdad�e.¢ov/ecoaomv
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-Bade County RER Pro&ct pontroI Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction{AHS.
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County*net 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 acceptedrimnner,the
manufacturer will incur the expense.of such testing and the AHI 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 Florlda•Building Code,
including the High Velocity Hurricane Zone.
DESCItI MON:Sailex EP Clear or Color Glass Interlayers
APPROVAL DOCUMENT: Drawing No.1814,titled"Saflex HP Interiayers for Laininat6d Glass",sheets
I 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 Controlrevision stamp with
the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING:None
LABELING:Glass lites laminated under this Product Approval shall be permanently marked in a corder of
the glass with:a)Saflex IN,b)Glass standard specifications,c)Laminator identification mark and d)
MDCA,standing for Miami Dade County Approved,
LIMITATION:This approval does not include an evaluation of structural performance of this
component.
i
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in'the applicable building'code negatively affecting the performance of this product.
TERMINATION of this NOA will occur atter 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 N. 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 provided to the user by the manufacturer or its distributors and
shall be available for inspection at the jab site at the request of the Building Official.
This NOA revises NOA 012-1231.09 and consists of this page I and evidence page E-1,as Well as approval
document mentioned above.
The submitted documentation was reviewed by Carlos M.Utr6ra,P.E.
NOA No.14-0423.16
es Expiration Date: April 14,2018
14 Approval nate:June 19,2014
Dtia��l Page 1
Eastman Chemical Company(MA)
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS ",S'uhmitted under NOA#12-1231.09"
1. Drawing No.1814,titled"Saflex IIP Interlayer for Laminated Glass",sheets 1 and 2 of 2,
dated 04/002012,prepared by W.W.Schaefer Engineering&Consulting,P.A.,sighed and
sealed by Warren W.Schaefer,P.E.
B. TESTS "Submitted under NOA#09-0223.03"
Test report Standard Date Signtitare
1. ETC-07-726-20120.0 ASTM D2843 " 07/17/08 Joseph L.Doldan,P.E.
2. ETC-07-726.20120.0 ASTM D1929 07%17/08 Joseph L.Doldan,P.E.
3. ETC-07-726-20120.0 ASTM D635 07117108" Joseph L.Doldan,P.E.
4. ETC-07-726-20120.0 ASTM C158 07/17/08 Joseph L.Doldan,P.E.
"Submitted tinder NOA#081224.09"
S. : ETC 03-191-13748.0 ASTM D'2843 07/25/03 Joseph L.Doldan,P.E.
"Submilled under NOA #03-042101"
6. Omega 15542-109493 ASTM E 84 09/12/01 J.W Dougherty,P.E.
7. Omega 15542-109763 ASTM E 84 10)30101 J.W!Dougherty,P.E.
8. HIL 0003-0913-01 PA 201 &203 09/12/02 V.J Abraham,P.E.-
-9. ETC 01-726-10071.0 ASTM C 158 - 10/15/01 J.L.'Doldan,P.E.
10. ETC 01-72641204.0 ASTM D 1929 09/24101 J.L;Doi"P.B.
11. ETC 01-726-11204.0 ASTM D 635 09/24/01 J.L.Doldan,P.E.
12. ETC 01-726-11204.0 ASTM D 2843 09/24/01 J.Lr,Doldan,P.E.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources( ER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of code conformance to 2010 and 51h edition(2014)FBC issued by,W.W.
Schaefer Engineering&Consulting,P.A.,dated 04/10/2014,signed and sealed by Warren W.
Schaefer,P.E.
"Submitted under NDA 411-1102.10"
2. No financial interest letter issued by W.W.Schaefer Engineering&Consulting,P.A.,
on 10/24/2011,signed and sealed by Warren W. Schaefer,P.E.
Carlos M.Utrers,P.E.
Product Control Examiner
NOAA No.14-0423.16
Expiration Date: April 14,2018
Approval Date:June 19,2014
i
f
PAi�I�A/y1
A B A
SaflexO HP I"
Product Description
Manufactured By: Eastman Chemical Company
Description: SaflexO HP is a clear andfor colored Polyvinyl
Butyral between 10—3+4%plasticizer for lamination between two
or more cites of glass. A typical glazing Is made of the following
components(minimum thicknesses indicated-multiple layers of
Interlayer to be used as necessary):
A-2.3 mm 0.090-in Annealed Glass
B-- .76 mm 0.030-in) Safiex@ HP lnterlayers ear or
Colored)
SECTION Clear Product Properties
Denoription Test PV81101 PVB 1343
Flame Spread Index ASTM E84 10 70
Smoke Develop Index ASTM 1584. 6 165
Self Ignition Temp ASTM Di929 7WF 744°F
Rete of Buming . ASTM D035 1.64 Int min. 0.79 lntmin
smoke Density ASTM 2843 -- 0.7'Yo
Avg Mod of Rupture ASTM 0168 DeHa:10% Delta:7.8'ft.
vtvu� Before:11090 pal Before:6319 pat
o _: +villi dei lfueiin Aflor.9978 psi After.Gogo pet
. (1)Spechnen:laminated glance vAth SWUS HP type Werloyer
(2)SaftXV HP We kAedgw by tlselt(unpmtoded)does NOT aamply with Ftodda OUNIV code.
0)Woalhedng per soallon 2992 of The FlWal Butldtm Coda
Color Product Properties
Material Realgnatton Smoke Rsnslty gating Wade Notification ti
Vancava 0&We* ASTM D 2843
. . . sotar�coforenus
Clear b96 ETCr11-72B-25Ot9.0
Whnb 20% ETC-11-720-25M.0
3
Dina 2% ET611.728.260=
// Blue 6% ETC-41728.26W7.0
�,��- ,• X% Yebw OVO ETC-99?29-25U78.0
Red 10°/. ETC 11728 2A@82.0
4 CHARGEDFORLABEL WAIFiGMON OW12
t: y 8 GllAtiGED PRODWTNAME*6 GAF'tEX Osrrr2la9
2 IDELOTED RM&INO OPTION6 031240
'i• :3 ,,, ti i A013ED1►rrM"YER-6- ` WHIM
REV.O FIESi;RiPT10N DATE
Eastman Chemical Complany
DEC I I W2/�� 730 WorcesteMmet,Springfield,MA 01161
Phone.413-730-3413,FAX 808.861=0127
WARREN W.$CF1A R,P.E,
aaer €" 'title:SafiexO HP lntorlayers for Laminated Glass
1NW.BGNACtl111:ld0Ua ACOktUITigOVJ1. .
Drawing No. Drawn by: Drawing Date Sheet No.
104 04/06/12 1 OF 2
F
s
SAFLEXO FIP drawing page 2 of 2
Extruded Multi-ia erProperties
Footnote Deaoriptlon Teat ludo County Criteria llafivx®MuttNayer•
Series(2)
(1) ?est for Smoke t]enalty ASTM D 2843 Parted(,4M%) 28.8'4
(i) Self tgnitfon Temperature ASTM D 1929 Passed(>85fl'Ft 710
(i) state of humin ASTIR D 835 Passed(C•i:ii.a —•
hxhrxin) '
(1) Average The of Burning ASTM D 835 --- 6 sec.
(1) Average Extent of Buratnp ASTM D 635 •— 0.b1 in
{1) (3) Average Modulus of Rupture ASTM G 158 Patted(<10.0%) De WA.
Before:3542 pig
Atter.4042 psi
(1)Specimen:Laminaled glasswith U119 'Multi-layer Intedayer
(2)Interlayer by llself(unprolec led)does NOT comply with Florida Building Code
(3)Weathering per section 2812 of the Fforldo 8ultdinp Code
. me cyst Notetsk '
SafieA HP can be constructed as layers of Saflex,Safiex MuWayer and VanoevaO PV13 Wedayers to add color,
performance or thicknessl2f�the use of a Pi;T flirt». ;
• r
Sellex FIP type Interlayers are currently provided as:Sallex D series and Saftex Structural and encompasses
products known as known as Sallex Ata,Sallex DO.88(ex DM,Safiex DN,Saftax RM,Safiex PS and SeBex PV.
Pollex Inter'►ayers era known as Sallex,Sallex colors.Sallex Mul$layer,Slient(3lass Technololl f"and vanceva
Color and can carry designations such as:AR CL,DA through D2„MG,NA,RA•through Rx,SA through SZ,and
VA through VZ,(e.g.:R841,NA7f).
Saflex MullMayer Interlbyers are known as.Q series(QA through 02) and Stent G)ass Technology (e.g,:QB 5i,
QS 41 etc...). .
0 Saffox and Vanceve are registered trademarks of Eastman Chemical Company
SlisntGiass Tiechnology Is a trademark of Eastman Chemical Company
This Ise—component approval and does not Include an evaluation of structural performance of this
component. Systems Incorporating this component chaff apply for ab NOA to the Mlaml4)ade Product;
Control and shell submit test reports and other required documents showing that the syatetxje using this
component wlil resist the toads according to chapter 18 of the F.A.C. Allot of authorized laminators shall
�.lrpf�d with Mlamt•Dade County by Eastman Chemical Company 1'llf�utyif7titiSlMftfi PRt)pLICTVlSob
.ti aaai�#aMNlt tart f'krLta ao moxptytntf r�tdr it+.FlarWa
Ace-Wool”No
1+ '; ., ''� #trNMy� Ilidldiipy'GbAe
r'• '
DEC 112012
$ by
=,T= Eastman Chemlcal Company
ri r: 730 Worcester Street,Springfield,MA 01151
.'• �•,f -. :* �� Phone:413-730-3413,FAX 608.861=0127
.S REN INFER,P.E.
f!"' 'title: Saflex@ HP Interlayers for Laminated Glass
1NEER
ww.scxusrea tioscoxraviuMPA
Drawing No. Drawn by. Drawing Date Sheet No.
r i 1814 04/06112 20172
PJtifD•i8t'Agt O1NIDit}S,tLNrxB
p930.VriD61-y4�1t1
. t
i
MIAM!•DiADE I�tIAMI-DADS COUIaT --
PRODUCT CONTROL SECTION
11803 SW 26 Stred,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175.2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-,"2590 F{786)3152599
NOTICE OF ACCEPTANCE (NOA) www.tniamld8aagovitconnrgy
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 Dado 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 lifter the expiration date stated below.The Miami-Dade County Product Control Section
(In Miami Bade 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. N this product or material fails to perform in the accepted
manner, the manrifaetirrer 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 ofthe 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 Clear and Color Glass Interlayers
APPROVAL DOCUMENT:Drawing No. 1813,Jitled"Saflex Based Interlayers for;Laminated GlaW'
sheets 1 through 3 of 3,dated 0410612012,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.
A%SILE IMPACT RATING:None
LABELING:Glass laminated under this product approval shall be permanently marked in a corner of the
glass with:a)Sallex,b)Authorized laminator's name,c)M.D.C.A.that stands for Miami Dade County
Approved acrd 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 code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration elate 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 provided 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?TOA revises NOA#12-1231.X0 and consists of this page 1 and evidence page B-1,as well as
approval document meritibi ed above.
The submitted documentation was reviewed by Carlos 1%Utrera,?.E.
MLMr•DADECOt rTY NOA No.14-0423.17
... ,i Expiration Date: May 21,2016
Approval Date:June 19,2014
Page•1
Qyfa912o14
Eastman Chemical Company WA)
NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED
A. DRAWINGS "Submitted under NOA#12-1231.X0')
1. Drawing No.1813,titled"Saflex Based Interlayers for Laminated Glase"sheets i thmugh 3
612
of 3,dated 04/0012,prepared by W.W.Schaefer Engineering&Consulting,P.A.,signed
and sealed by Warren W. Schaefer,P.E.
B. TESTS "Submitted under NOA#11-0325.05»
Test Report No. Standard Date Signature
1. ETC-11-726 25078.0 ASTM D1929/D2843 03/08111 Joseph L.Doldan,P.E.
2. ETC-11-726 25076.0 . ASTM D1929/D2843 03/08/11 Josob L.Doldan,P.E.
3. ETC-11-726-25080.0 ASTM D1929/D2843 03/08/11 Joseph L.D'oldan,P.E.
4. ETC-11-726-25077.0 ASTM D1929/D2843 03/08/11 Joseph L.Doldan,P.E.
5. ETC-11-726-25079.0 ASTM D1929/D2843 03/08/11 Joseph L.Dolden,P.E.
6. ETC-11-726-24882.0 ASTM D1929/D2843 03/08/11 Joseph L.Doldan,P.E.
7. ETC 96-191-3253.0 ASTM 026&C158 11/05/97 Joseph L.Doldan,P.E.
8. ETC 98.191-5523.0 ASTM G26&C158 05/11/99 Joseph L.Doldan,P.E.
"Submitted under NOA#09-0223.05"
9. ETC-07-726-20120.0 ASTM D2843 07/17/08 Joseph L.Dollop,P.E.
10. ETC-07-726 20120.0 ASTM D1929 07/17/08 Joseph L.Dolda T.E.
11. ETC-07-726-20120.0 ASTM D635 07/17/08 Joseph L.Doldan,P.E.
12. ETC-07-726-20120.0 ASTM 0158 07/17/08 Joseph L.Doldan,P.E.
C. CALCULATIONS:
1. None.
D. QUALITY ASSURANCE '
1. Miami-Dade Department of Regulatory acid Economic Resources(NER)
E. MATERIAL CERTIFICATIONS
1. None,
F. STATEMENTS
1. Statement letter of code conformance to 2010 and 5h edition(2014)FBC,issued by W. W.
Schaefer Engineering&Consulting,P.A.,dated 04/1012014,signed and sealed by Warren W.
Schaefer,P.E.
"Submitled under NOA #ll-110A11"
2. No financial interest letter issued by W.W.Schaefer Engineering&Consulting,P.A.,on
1=41201 1,signed and sealed by Warren W.Schaefer,P.E.
e9 20
Carlos X.Utrera,P.E.
Product Control Examiner
NOA No. 14.0423.17 U`
Expiration Date: May 21,2016
Approval Date:June 19,2014
E-1
i •
t
ABA SAW PVB interlayer
(Clear&/or colored Seflex 0.35 J—50%)
Product Description
Manufactured By: Eastman Chemical Company
Description Clear or Colored monolithically extruded Interlayers
made of polyvinyl butyral resin and triethyleneglycol b1s(2 ethyl
hexanoate)plasticizer at.concentrations between 35 and 50%.
Interlayer Is offered under the brand names of Saflexe and
Vanc eva's for lamination between a minimum of two glasses. A
typical glazing Is made of the following components(minimum
thicknesses Indicated-multiple plies of interlayers tobe used as
necessary);
SECTION
PRwuor wlvr.'i -2.3 mm(3/32-45)n Annealed ass
a ootr tylag wide ft FlW*
—0.76 mm (0.030-in) Saf ex* and/or VAncevalk Interlayers
" �' rdsvlsEO
» wplMrr
et
Mtrnntrot ! i'
Product Properties
Descrt�tt� Ust S$nft 4 Q 30%cza
(1)861f-Ignition temperature ASTM D 1929 760°l'
(1)Smoke Density ASTM D 2843 6%
(1)Rate of Burning ASTM D635 a 25 mm mark(not reported)
i
(1)Time of Burning ASTM D635 {5 sea
(i)Extent of Burning ASTM D035 0.31 In
(1)Avg Mod of Rupture ASTM 0158 (1)Weathering(3) i Befor*Lj Attejpw 2559 psi 2857
(1)Specimen:Laminated glass with SaRW and/or Vencevao Interlayer
(2)int$rlayer by Itself(unprotected)does NOT comply vAh Florida Building Code
(3)Weathering per section 2612 orttie Florida Building Code
t; ; tieicjap�,Vanpeva are registered trademarks of Eastman Chemical Company
+0 ,*.
!'
• ' C Combined Multi-layer and SaAex;removed IIIG name 12/12111
i 8 Renewed FlammebiilMet data 03/21111
A Combined RM&ilia Products Info one document 04102!03
`.<�'•. ReyO Description Date
Eastman Chemical Company
2012 730 Worcester Street,Springfield, MA 01151
Phone:413-730-341$ FAX 508-861-0127
Warren afar,P.E.
Str4cluol Ongineer Title: Saftee Based lnteriayers for Laminated Glass
P.EAV 44135
W.W.Schaefer E ' eering&Consulting,P.A. Drawing Sheet Drawing Revisions,
Structural Gonsuiting Engineers Number Number Date Date
1486150'Court North .1813 1 of 3 04108/12
Palm Beach Gardens,Fl 33418
Phone:581-744-3424
Salta*PVB Interlayer continued
Saflex@ Multi-layer Product Properties
• Footnote Description Tent Dade County Siaflex Muld-
Criteria layer Series
(1) Test for Sfnoke Density ASTM D 2843 Passed(<75%) 2616%
(1) $elf ignition Temperature ASTM D 1928 Passed(>66WF) 750°F
(1). Rate of Burning ASTM D 635 Passed(C-1:<1.0
tnlmin)
(1) Average Time of Burning ASTM D 635 --- <5 sec.
(1) Average Ment of ASTM D 835 0.61 In
Storting
(1)&(3) Average Modulus of ASTM C 166 Passed(<10.0%) DeltaA.00A
Rupture Before:3842 pal
Aftar.•4942 psi
(1)Speclmen:Laminated glass with 5aliexOMulll-layer interlayor
(2)Interlayer by.lisell(unprotected)does NOT comply with Florida Building Code
(3)Weathering per section 2812 of the Flodda Buftng Code
Saflex@ and VancevaOD Solar/Color and Colorant Prope�rtles
Material Ooaignatlon Smoke Venally Rating Dade N60flcation#
ASTM D 2849
vemova 0&sag"—Clear 6% ETC4172&25078,0
Venceva 0&Satter While 209k ETC41-728-25076.0
Vanceva O&8~—Black 2% ETC-11 726.26080.0
Venceva 0&Salicyl®--Blue 66A
ETC-11728 26Q7T.0
vanceva®&Saliew--Yeflaw 9°!e. ETC-11728.2078.0 j
Venceva 4i►&Saflex®—Red 10°! ETC-11.728.24662.0
VOW
••f I ' . - `% httwp�or�in � ��C1'I0iVL98b
r-:;, WS eq?wtlA ttK rik
NO 12-12J
- :,. lratldty t704r
1 2012
Eastman Chemical Company
� � ° •,' = ' :' ' 730 Worcester Street,Springfield,MA 01151
Sc a P>E. Phone;413-730-3413 FAX 60841-027
�+alt �t;;4;�t�turat ] Bar
P.E.No 44 35 Title: SaflaxO 1110 Based- lnterlayere for Laminated Glass
W.W.Schaefer Engineering&Consulting,P.A. Drawing Sheet Drawing ReralslOns
Structure]Censuhing Engineers Number Number Date Date
7480150th Court North
Palm Beach Gardens,FI 33418 1813 203 04/06192
Mone-661-744-2424
3
Satter PVB Interlayer continued
Sapex@ Interlayers are known as Safiex,Safiex colors,SafWc Multilayer,"SlIentUass
Technologym and VancevaO Color
Vanoeva and/or Saflex are known as:AR,CL,DA through DZ,,MG,NA,RA thiough RZ,$A
through SZ,and VA through VZ.(e.g.:RB41,.NA71).
SaitexV Muld-layer interleyers are known as:Q series(QA through OZ) and Silent Glass
Technology (e.g..,QB 61,QS 41 etc...}.
eSaflex and Vanceva are registered trademarks of Eastman Chemical Company
*"r Silent Glass Technology Is a trademark of Eastman Chemical Company
This Is a component approval and does not Include an evaluation of struokwal performance of
this component. Systems incorporating this component shall apply for an NOA to the Miami-
Dade Product Control and shall submit test reports and other required documents stiowJng
that the systems using this component will resist the loads according to chapter 16 of the
F.B.C. A Nstofauthorized laminators shall be filed with Miami-Dade County by Eastman
Chemical Company
•.,.` �• • ',�:'�, fl%tQOtJ471t1&Y� t;7ttifilt#6't'I2$Vt.98D
- a fMtFllortdrr !lABwidr!!rl�lotldn
f. Aalt Ne Acotpt�ar+b fel
TO �rrxfiur anntrot
DEC 1'12012 Eastman Chemical Company
730 Worcester Street,Springfield,MA 01151
Warren W.Scha er,P.E. Phone.413-730-3413 FAX:508-861.0127
Structu;74-
irteer
P.E.N135 Title: Saftee ING Based- Interiayers for Laminated Glass
WA Schaefer En re ring&Consulting,P.A. Drawing Sheet Drawings . Revisions
Structural ulUng Bnglneere Number Number Date Date
7480160th Court Nodh
Palm Beach Gardens,F133418 1813 Sof 3 04108/12
Phone:56'1»744-3424'
- r1
Rensor+s
rscv o�scawrau oar IPPR&.'o
NO 15.FOR FRAME ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #14 WOOD SCREWS WITH
1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SUFFICIENT LENGTH TO ACHIEVE A 1 7/1.6' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
REQ I EM F THE FLORIDA B I I ODE 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 1/4' TAPCONS WITH SUFFICIENT
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2"
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2' WINDOW UNITS MUST BE DETAILS.
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED 17.FOR FRAME ANCHORING INTO METAL STRUCTURE USE #14 SMS OR SELF DRILLING SCREWS
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR
MASONRY. CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. WALL LOCATE ANCHORS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
18. All FASTENERS TO BE CORROSION RESISTANT.
5. WHERE WOOD BUCK THICKNESS IS 1-1/2' OR GREATER, BUCK SHALL BE SECURELY 19.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
FASTENED TO MASONRY. CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. A. WOOD - MINIMUM SPECIFIC GRAVITY OF G-0.42
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI.
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER).
THE ARCHITECT OR ENGINEER OF RECORD. D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 1/8' THICK MINIMUM
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, SEE SHEETS 2-7 FOR GLASS DETAILS.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED 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 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
SIGNED:.08/2SM14
E8 . o<
8fern "
TABLE OF CONTENTS -
.arwve,rtam�mn �V:\GEAI�q•.'��.5
SHEET NO. DESCRIPTION
1 NOTES SERIES FWI 1000 IMPACT * 0
SINGLE HUNG WINDOW
2 — 6 ELEVATIONS NOTES
7 CROSS SECTIONS AND B.O.M.
DRAww
8 — 11 INSTALLATION DETAILS saw �� OS X076 -
12 COMPONENTS NTS 08/20/14 1 OF 12fill
REMONS
pty EPROM DATE APPROVED
48" MAX FRAME WIDTH 48" MAX FRAME WIDTH
13'
5" MAX I I 13" MAX O.C. 5" MAX 5' MAXMOAX 5" MAX
5" MAX 5" MAX I
!� /
12" / 10" /
MAX. O.C. / MAX O.C. /
72" 11/16"
MAX 72"
FRAME MAX 1/8" HS
HEIGHT FRAME
/ HEIGHT 090" SAFLEX BY SOLUTIA
Z1/8" HS 1/8' HS
EXTERIOR
ffaERIOR
/ ALUMINUM SPACER SYSTEM
/ 3/4" BITE
STRUCTURAL SEALANT
SETTING
^^ SIKAFLEX 552
ETT
GLAZING DETAIL A
5" MAX 5" MAX
SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW SERIES FW/1000 IMPACT SINGLE HUNG WINDOW
EXTERIOR VIEW FRAMEINSTALLAT/ON EXTERIOR VIEW FIN INSTALLATION
DESIGN PRESSURE RATING IMPACT R47M
t75.OPSF LARGEANDSMALL
MISSILE IMPACT
MISSILE LEVEL D,WIND ZONE 4,AND HVHZ
INIM GLAZING A
NOTES:
1. SASH SIZE: 47" X 38
2. D.L.O.: 42 3/4" X 31 5/8'.
3. HARDWARE:
a.(1) METALLIC CAM LOCK-LOCATED-MIDSPAN OF TOP RAIL.. _•�_ �
F
�� . o�AtAND ANCHORED TO FIXED MEETING RAIL POWb.(2) SPIRAL BALANCE LOCATED ON EACH JAMB. ms."«�»::iy =- '°"' `V ` \GENBc.(2) BALANCE SHOES LOCATED ON EACH SASH BOTTOM
RAIL ENO. SERIES FWI 1000 IMPACT • 0 4. NO REINFORCEMENTS_ SINGLE HUNG WINODW •ELEVATIONS �0E OF
'"��•
pRAWM: V t:MD. REV IO�►•:"1CR1a�'►�C��
V.L. 08-02476 — //SSS/Q(��L� O�`
I-NTS °" 08/20/14 JTAM2 OF 12 ��T/IIIIHI%Xj
Ilk
53 1/2" MAX FRAME WIDTH ams ~
53 1/2- MAX FRAME WIDTH wLv ots�ivnow w>E ,lrwtouEp
5" MAX 10 5' MAX
MAX O.C. 5" MAX 13 5" MAX
1 11 MAX O.C.
5" MAX
�-- 5" MAX _.
8" 1� /
MAX O.C. �((
9'
MAX O.C.
76 1/2"
MAX 76 1/2'
FRAME MAX 1/2"
HEIGHT FRAME 3/16" HS
HEIGHT
j 100" HP SOLUTIA
3/16" HS
f ( / DCTERIOR INTERIOR
1/2" B�
SETTINITE
G n, STRUCTURAL SEALANT
BLOCK SIKAFLEX 552
5' MAX 5" MAX GLAZING DETAIL B
SERIES FWl 1000 IMPACT SINGLE HUNG WINDOW SERIES FWl 1000 IMPACT SINGLE HUNG WINDOW
EXTERIOR VIEW FRAME WSTALLATXIN EXTERIOR VIEW FW INSTALLATION
DESIGN PRESSURE RATING IMPACT RATWG
+120.01-150,OPSF LARGEANDSMALL
MISS
RE IMPACT
MISSILE LEVEL D,WIND ZONE♦,AND HVFIZ
WRHGLAZWG B
NOTES: rnry« tiww r�mea
1. SASH SIZE: 50 1/2" X 38 1/4", _ ` .E�i1ri1 ._....:sm., x.°F,ra.. ��111�R11�1//�fjt!
2. O.L.O.: 47 11/2" X 31 3/4"• ., ,` w+ .m _ `,`�.�g���,EN p y�yi'i=
3. HARDWARE: -
o.{1) METALLIC CAM LOCK LOCATED MIDSPAN OF TOP RAIL SERIES FWI 1000 IMPACT Q tlr.
AND ANCHORED TO FIXED MEETING RAIL. SINGLE HUNG WINODW
b. (2) SPIRAL BALANCE LOCATED ON EACH JAMB. ELEVATIONS ,oa►
c.(2) BALANCE SHOES LOCATED ON EACH SASH BOTTOM ,n �.
4. NORAILRE REV.LINFORCEMENTS. nuwwo 08-02476r ✓�/ bRtCti•�' `�
—NTS �^� 08/20/14 a OF 12 �f�rjlaNA�
Y'
RVASIWIS
53' MAX FRAME WIDTH REy 53' MAX FRAME WIDTH DESCRIvnoR DATE APVRU"
14
5" MAX �"r MAXD.C. 5" MAX 3
5' MAX �MAX0.C. � 5" MAX
' 5' MAX 5' MAX
E_ T
J / I /
12" / 10"
MAX O.C. MAX O.C.77" 77" 3/16" HS
MAX MAX .090' SAFLEX IIIG BY SOLUTIA
FRAME FRAME
HEIGHT HEIGHT 3/16" HS
EXTERIOR INFERIOR
3/4' BITE
SETTING nr-i STRUCTURAL SEALANT
BLOCK SIKAFLEX 552
GLAZING DETAIL C
5" MAX 5' MAX
1_-r
SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW
EXTERIOR VIEW FRAME INSTALLATION EXTERIOR VIEW FIN INSTALLATION
DESIGN PRESSURE R47ING IMPACT RATING
+80.0%100.OPSF LARGEANDSMALL
MISSILE IMPACT
MISSILELEVEL D,WIND ZONE 4,AND HVHZ
WM4 GLAZING C
NOTES:
1: SASH-SIZE: 51 3/4" X..38.3/4". MO�"�or
2. D.L.O.: ,ss
a7 3/a" X 34".
t _
3. HARDWARE: ..
a.(1) METALLIC CAM LOCK LOCATED MIDSPAN OF TOP RAIL �� �+ �°"�'nD1 � vJ•V���N��'.p/�
AND ANCHORED TO FIXED MEETING RAIL. SERIES FWI 1000 IMPACT *• 0 6 *G:
b.(2) SPIRAL BALANCE LOCATED ON EACH JAMB. SINGLE HUNG WINODW t
a.(2) BALANCE SHOES LOCATED ON EACH SASH BOTTOM ELEVATIONS �_ ►��1E OF y, �:
RAIL END. oRAww. Ow0 NO, REV �i�.•:2bR1�1;�
4. NO REINFORCEMENTS. O
scene oaTt OS—�0�'i6
NTS OB 20 14 4 OF 12
4'
53 1/8" MAX FRAME WIDTH 53 1/8' MAX FRAME WIDTH rmv o[SCRwnoN DATE nn*MM
5" MAX �'- 14� 13*
MAX 10 C. S" MAX 5' MAX �MAY—4 � 5' MAX
5 MAXmA-X— 5" MAX
T—
T— / J /
12" / 10' / 7/8'
MAX O.C. J MAX O.C. f fJ
3/16" HS
.090' SAFLEX BY SOLUTIA
78"
1/8' ANN. 3/16* HS
MAX MAX7EXTERIOR
FRAME
FRAME I
INTERIOR
HEIGHT HEIGHT I ALUMINUM SPACER SYSTEM
/// 3/4' BITE
1 / STRUCTURAL SEALANT
/f /J SETTING SIKAFLEX 552
BLOCK LAZING DETAIL D
t
5' MAX 5" MAX
SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW SERIES.FW/1000 IMPACT SINGLE HUNG WINDOW
EXTERIOR VIEW FRAME INSTALLA77ON EXTERIOR VIEW FIN INSTALLATION
DESIGN PRESSURER47ING IMPACT RA77NG
+80.01100.OPSF LARGEANDSMALL
MISSILE IMPACT
MISSILE LEVEL D.tWNDZONE 4 AND XVNZ
WTH GLAZING D
NOTES:
1. SASH SIZE: 50 1/2" X 39 1/2".
2: HARD: 47 1/2" X 33 t. 2. - \g11tIIJ11
3. HARDWARE: M"
.... �. eowemwoF
_ wYears�a..ccnr'aeax,cre
..tYM1]. ETK II9JlY. _ ...� �I
o.(1) METALLIC CAM LOCK LOCATED MIDSPAN OF TOP RAIL , �tti�'� •.d;�+'/�"" '
AND ANCHORED T4 FIXED MEETING RAIL. 3 ',_...- �».. a .»� •m*wxrtanmo.*on `�V�.'�CEA►�+.',qjf�i�
40
b.(2) SPIRAL BALANCE LOCATED ON EACH JAMB. SERIES FWI 1080 IMPACT tIP�• p %41..
c.(2) BALANCE SHOES LOCATED ON EACH SASH BOTTOM SINGLE HUNG 0 IMPACT
RAIL END. ELEVATIONS ,NDOW
AT
4. NO REINFORCEMENTS.
DRI"; owa No, RLV : ;;�roR*,dh� ':
CALF MTS of 08/20/14 08'S6OF 12 *lltf Jl�itj llll�b,1``
r- 3 1/"8-+":MAX:FRAM:EM:D
53 1/8" MAX FRAME WIDTH
REV510N5 y
I REV UESCPIPSFOH OATC 1J�ROVEC
13'`
5' MAX 1 MAXO0 C. 5' MAX MAX MAX O.C. 5` MAX
�5' MAX
MAX O.. _ 5- MAX
C. / MAX O.C. /
j --�
f/ 3/8"
-4
1/8" ANN.
96• 090" SAFETY-PLUS II
lAA
6" MAX 1/8" ANN
FRAME
ME
HEIGHT HEIGHT EXTERIOR !MERIDA
I
3/4' BRE
SETTING STRUCTURAL SEALANT
/ BLOCK SIKAFLEX 552
J !J GLAZING DETAIL E
5" MAX 5" MAX
__RIES FWl 1000 IMPACT SINGLE BUNG WINDOW SERIES FM 1000 IMPACT SINGLE HUNG WINDOW
EMRIORVIEWFRAME/NSTALLATICRV �. �-�-� EaERIORVIEWFININSTALLATIDN
DESIGNPRESSURERATM IMPACTRAT1Nt;
NOTES: t60.0PSF LARGEANDSMAtt
1. SASH SIZE: 50 7/16" X 48 1/4". M/SS2EIMPACT
2. D.L.O.: 47 5/8" X 43 5/8" MISSIL'ELEVM-D., - _.... 2 ►_ �y berry as X1 11 1
3. HARDWARE: W1TNL,`LiZiNGE gatfi�'I-//-._. ._. emr.. - tti�k\Q to
c.(1) METALLIC CAM LOCK LOCATED MIDSPAN OF TOP RA
.t. 'tc!v..2'::`^."": nvn°wr•s+w `y\>�i \V`EjVdi••'�jlp/i
AND ANCHORED TO FIXED MEETING RAIL. ` • V R a• o
b.(2) SPIRAL BALANCE LOCATED ON EACH JAMB. SERIES FWI 1000 IMPACT • p
c.(2) BALANCE SHOES LOCATED ON EACH SASH BOTTOM SINGLE HUNG WINDOW
RAIL END. ELEVATIONS �' ,� ATi—or '
4, NO REINFORCEMENTS. z
5. ALL UNITS RATED UP TO 16O.OPSF MAY BE INSTALLED DR'WH0 e,dC Ho. REV r, OR�b.:��
VlITHOLTt ANCHORS AT THE SILL. scuE NTS °ATE 08/20/14 08-02476T60F 12 f'`J�s»111I�111�W,
ArL
BILLOF MATERIALS FOR ILLUSTRATION PURPOSES ONLY
rrEM No.:PAarNo.: FFRAM HEA FAS
A
C1URER ALUM6 -ffi INUM FOR INSTALLATION DETAILS as o
2 FRAMESILL EAS ALUNNUM6063-T6 REFER TO SHEETS 9-12
3 HI-RISESILL EAS ALUMNUMOD63-T6
4 FRAMEJAMB MFASALUNNUMGM-T6,
WWNUM6063-T6
5 FIXEOMEETINGRAILUNflNUM6063-T6
6 APPUEOFIN 7 MEETINGRAIL MNUM6063-T6
8 UFT RAIL NUM6063-T69 HI-RISEUFTRAILUMINUM6D63-T610 SASHJAMB AWMINUMS063-T6 11
11 IG GLAZING BEAD EAS ALUNNUMGM76
12 MONOLITHIC GLAZING BEAD EAS AWMNUM6063TG
13 CAOWELLSPIRAL BALANCER EAS EXTERIOR INTERIOR
14 SASH LOCK EAS DIE-CASTZINC
JS BALANCER PIVOT LOCK EAS
16 VENTSTOPS EAS 12 14
17 BALANCER PIVOT BARS EAS
1s UFTRAILBULB EAS VINYL
19 FRAMESILLBULB EAS VINYL 5 7
20 SASH WEATHERSTRIPPING EAS
21 RAILWEATHERSTRIPPING EAS
12 EXTERIOR INTERIOR
11 i 21 s
19
18
12
13 20 10 19 3
8
2
INTERIOR
18
VERTICAL SECTION
EXTERIOR
_. ._ ... _
w A■anea t�
ADWSMW e.em+a
VERTICAL SECTION JR� 0SERIES FWI 1000 IMPACT SINGLE HUNG WINODW-02476 10
B.O.M., CROSS SECTIONS do GLAZING DETAILAT
HORIZONTAL SECTION owwn owe uoi'''�►� ORLO�;6�!`�
ISCALE NTS 08/20/14 14 7 OF 12
REASONS
REV OESCR"OR MTE n�ROVEo
METAL
STRUCTURE
BY OTHERS 1/4' MAX.
SHIM SPACE
APPROVED
SEALANT
X14 SMS OR
SELF DRILLING
SCREW 1/4' MAX.
r SHIM SPACE
L- I INTERIOR
7/6' MIN.
EDGE DISTANCE
t
14
EXTERIOR INTERIOR SE ELF
SMS OR
F DRILLING
SCREWS }
i
METAL
STRUCTURE EXTERIOR
BY OTHERS
BACKER ROD
do APPROVED
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
P14 SMS OR
SELF DRILLING
SCREW
BACKER ROD
& APPROVED
SEALANT 1/4' MAX.
SHIM SPACE
METAL
STRUCTURE
BY OTHERS
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLA7ION
STANDARD SILL SHOWN,HI RISE SIMILAR
ADNWONOF
NA
_.•. - IEI®MVAINIbIC fllwOl9JR�
\vY owl'o-s7{1�l�I
r-y:;J��r.+tiww�. arm IOR WP1RIlGlmllmlf
NOTES. SERIES FWI 1000 IMPACT
1.INTERIORANDEXTER/ORFINISHES.BYOTHERS. SINGLE HUNG WINODW
NOT SHOWN FOR CLARITY INSTALLATION DETAILS l2.PERIMETER ANDJOINTSEALANTBYOTHERSTOBE �A owc�.DESIGNEDINACCORDANCEWRHAS7ME2f12 V.L. 08-02476 z/ it
seuE NTS °"� 08/20/14 ��T9 OF 12
��I/IiNjtIj% �
CONCRETE/MASONRY 2 1/2" MIN. rtty D=RMn0N �� APPROVED
BY OTHERS
jEDGE DISTANCE
G ••
•e 1 1/4- MIN.
• a • ° e EMBEDMENT
{
OPTIONAL 1X BUCK
SEE NOTES 3 — 7
SHEET 1 1 1/4' MIN.
1/4" MAX. EMBEDMENT
BACKER ROD SHIM SPACE
& APPROVED CONCRETE/MASONRY
SEALANT BY OTHERS '
1/4- TAPCON OPTIONAL 1X BUCK •'Q 114- MAX.
SEE NOTES 3 — 7 �' SHIM SPACE
SHEET 1
EXTERIOR INTERIOR 1/4" TAPCON
.' INTERIOR
�.b
2 1/2' ,
MIN. "
EDGE
DISTANCE EXTERIOR
BACKER ROD
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Application Type ALL Product Manufacturer ALL }
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Approved for use In HVHZ ALL Approved for use outside HVHZ ALL
Impact Resistant ALL Design Pressure ALL
Other ALL
Search Resuits-A Ilcations
M 7 Mantafeetttrer Vagidated By r4tatills
F J7472� Revislan, Eastern Archltettural Systems Keystone Approved
fL>Jk FL17472 2 Certifications,Inc.
Model:`HVHZ Clipped Aluminum Tube.Mullion (717)932-85tH
,Description�HYHZ Clipped Aluminum Tribe Mullign Yertl"e'al,
Horizontal,T and X'tonfigurations
Category Windows
;Stabc6teBory:=Mullions
*Approved by DBPR.Approvals by DBPR shell be reviewed and ratified by the POC&Wor the commission If necessary.
CWP-d Lis::Std:With Monroe street.TallebAmm FL 323oa Big=850-487-1624
The State of Florida Is an AA/EEO employer.Convrlotd 7007-2013 State of FM&.::Privacy Statement::Aooesslhility Statement;;Refund Statement
Under Florida law,email addresses are public records.U you do not ward yaw e-mail 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 any questions,please contact 850.487.1395.*Pwmnt to Section
455.275(1),Randa Statutes,effective October 1,2012,Ilcensees licensed under Chapter 455,F.S.must provide the Department with an email add+ess H they have
one.The emalis provided may be used for official communication with the licensee.However email addresses are public record.If you do not rush to Supply a
personal address,please provide the Department with an ernall address which can be made available to the public.To determine H you are a licensee under Chapter
455,F.S.,please dict..
Product Approval Accepts,
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' Application Type
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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 4314
thoard@)easternmetal.com
Authorized Signature Timothy Hoard
thoard@easternmetal.com
Technical Representative Timothy 3. Hoard
Address/Phone/Email 10030 Bavaria Road
Fort Myers,FL 33913
(800)432-2204 Ext 4314
thoard@easternmetal.com
Quality Assurance Representative
Address/Phone/Email
h Category.;,.. ;N!i+sdorvs.'
Subcategory. hiulii0,
(A: e
Compliance Method Certification Mark or Usting
Certification Agency Keystone Certifications,Inc.
Validated By Keystone Certifications,Inc,
f
i
Referenced Standard and Year(of Standard) Standard XAN j
AAMA 450 2010
t
TAS201 1994
TAS202 1994
TAS203 1994
1
Equivalence of Product Standards
Certified By
t�
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Product Approval Method Method 1 option A
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4/1412016 , Florida Building Code Online
_ Date Submitted 03/24/2015
t Date Validated 04/02/2015
Date Pending FBC Approval
Date Approved 05/08/2015
Summary of Products
FL# Model,Number or Name Description
17472.1 HVHZ Clipped Aluminum Bay/Bow HVHZ Clipped Aluminum Bay/Bow Mullion
Mullion
Limits of Use Certlfkstion Agency Certificate
Approved for use In HVHZ:Yes FL17472 111 C CAC 622-104CAR.odf
Approved for use outside HVHZ:Yes Quaity Assurance Contract Ekpiration Date
Impact Resistant:Yes 09/22/2018
Design Pressure:N/A Installation Instructions
other.See drawing set for mullion size,angle and design P117472 RX H PA-0004 HVHZ SS 2015-02-28.D9f
pressure rating Verified By: Hermes F.Norero,P.E. 73778
Created by Independent Third Party: Yes
Eventration Reports
FLIZ472 RI AE PER3286 HVHZ SS 2015-02-28.odf
Created by Independent Third Party: Yes
f 37472 2 A HVHZ Cd d Aluminum�fiube ClippedAluminum Tube Mullion�Vi6Mdil HoNzontel ;T;
PFe._ _ ,
Configurations z.a._
LJrrtitts of Usa - ICertifkatbn Ages."CertSieato
Approved Mr apo in HVHZ Yes 4,, Ft.17472 Ri C=CAC 623 101CAR:odf
Approved for use outsiYes Fl 17872 R1 C=CACk622-4b-kARtodf'
Impset„ResislaM Yes �.. _ F117472 Ri CfCAC b22=103CAR.Ddf
DeslgnPehedsuie5"N/A - -,' - J�17472 Ri GCAC 622-�05CAR.odf
Other.See drawing set for mullion size, configuration and 17.17472 Ri C:CAC 622=1o6CAR:odf
design pressure rating "' r ”: Qt�`ity'Asouriarica Contiact Expiration Date
07 18/2018
_. lis
Inat8Matipiii InsIL 000
tnlctia;ns ` -
Fi:17472-R1 PA- 3 HVHZ SS 2015-02-28.ndf
Verified By 'Hermes F Rlorero;P E�73776-- F,J?x
Created;#►y.Inifependent`Fhlyd Party:Yes
EvAlation Reports
ELN..2-R1 AE PER3285-HVHZ SS-2A1S=Q2=28.odf
Created by IndependenE-Third-Party Yes�"`
FEED Pi�zt
Contact .:Ia4a North Monroe Street.Tallaha____FL 32- 9 Phone:BW407-1824
The State of Florida Is an WEED employer.Convnaht 2007-2013 State of Fhxlda.::Privacy Statement::AcxAg hility Statement::Refund Statement
thrder 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 e4edron1c
mail to tills entity.Instead,anted 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 We Department vrlth an email address If they Have
one.The emalls provided may be used for official communication with the licensee.Howevei 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 mads avallable to the public.To determine If you are a licensee under Chapter
455,F.S.,please dick JIM.
1
Product Approval Accepts:
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Document e: ooc
TilFRM,81.02'
AL =7 Structural Performance Rev No: 7 PW: 1 or: 1
-)TTON& Certification
.,O..>�.
Authorization Report
Required By: PRO 81-03
CAR & Product ID Number: 622 - 101.0
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 wall/roof 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.keystonecorts.com.
Licensee Information: Product Information:
Eastern Architectural Systems Model-Name: 1"x3-1/8" Light 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
i
i
Qualifying 'fest Information:
Test Report No: CTLA-3010W-4A/5A
Test Report Expiration: 7/18/2018
Authorized Signature: Keystone Certifications, Inc. 1
564 Old York Road, Suite 5
Digitally signed by Steven M.Urich Etters, Pennsylvania 17319
DN:cn=steven M.urkh,o Keystone Phone: 717-932-8500
'Certiflwtions,Inc-ou,
email=surlch@keystonecemxom,c=uS Fax:717-932-8501
Date:2015.04.01 1033A3-04'OD'
i�
it
141 W.KEYSTONECERTS.COM
CAR No:622-101.0
Appendix
. � .. Expiration Date:7/18/2018
Eastern Architectural Systems
10030 Bavaria Road
Fort Myers,FL 33913
Load Tables for the:
1"x3.1/8"Ught Aluminum Mullion,Noriz/Vert/T/X
DESIGN PRESSURE LIMITS FOR MULLION:I"x 3-1/8"(LIGHT)-ONE-WAY MULLIONS
SPAN'L' TRIBUTARY WIDTH'W'(IN.)
18 24 30 36 42 48 53.125 54 60
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
36 200.0 200.0 200.0 200.0 200.0 2011.0 200.0 200.0 200.0
48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 .
60 200.0 200.0 181.0 158.0 143.3 134.3 129.8 129.3 127.6
72 161.6 123.7 101.5 87.3 77.7 71.1 67.2 66.7 63.8
84 101.0 76.9 62.7 53.5 47.1 42.6 39.7 39.3 36.9
96 67.4 51.1 41.5 35.2 30.8 27.6 2S.6 25.2 23.5
108 47.2 1 35.7 28.9 24.4 1, 21.3 19.0 17.5 17.2 15.9
DESIGN PRESSURE LIMITS FOR MULLION:1"x 3-1/8"(LIGHT)-TWO-WAY MULLIONS
SPAN 'L' TRIBUTARY WIDTH'W'(IN.)
(IN.) 18 24 30 36 42 48 53.125 54 60
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0,
36 200.0 200.0 200.0 200.0 191.4 167.5 151.3 148.9 134.0
48 200.0 200.0 200.0 167.5 143.6 125.6 113.5 111.7 100.5
60 200.0 200.0 160.8 134.0 114.9 100.5 90.8 89.3 80.4
72 157.6 118.2 94.5 78.8 67.5 59.1 53.4 52.5 47.3
84 99.2 1 74A 59.5 49.6 42.5 37.2 33.6 33.1, 29.8
96 66.5 49.9 39.9 33.2 28.5 24.9 22.5 22.2 19.9
108 46.7 35.0 28.0 1 23.3 20.0 17.5 15.8 1 15.6 14.0
Impact Ratings
- t
ASTM E1996-Wind Zone 4,Missile Level D
i
PA/TAS 2011203-Large Missile and Small Missile compliant
Keystone Certifications,Inc. 564 Old York Road,Suite 5 Etters,PA 17319
Phone:717.932.8500
www.keystonecerts.tom
i
a
Do rmntTitle: Ddc No: FRM:B9-02
Structural Performance Rev No: 7 pw: 1 or. 1
.,,.,c,
nTONEi Certification
Authorization Report__- .
Required By: PRO B 1-03.
CAR & Product ID Number: 622 - 103.0
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 wall/roof 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"x4"Aluminum 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 'Pest Information:
Test Report No: CTLA-3010W-8A/9A
Test Report Expiration: 7/18/2018
Authorized Signature: Keystone Certifications, Inc.
i Digitally signed by Steven M.Urich 564 Old York Road,Suite 5
DN:cn=Steven M.Urkh,o--Keystone Etters, Pennsylvania 17319
1 _ certtttcatlons,inc,ou, Phone: 717-932-8500
d `emalhsurich@keystonecerts com, Fax:717-932-8501
c=US
Date:2015.04.01 11:02:39-WOO' i
r
1
1%rW W.KEYSTONECERTS.COM �r
l`
F.Y `,a Appendix 1 CAR No:622-103.0
�R�.+..m�,.o+•.k Expiration Date:7/18/2018
Eastern Architectural Systems
10030 Bavaria Road
Fort Myers,FL 33913
Load Tables for the:
1"x4"Aluminum Mullion,Horiz/Vert/T/X
DESIGN PRESSURE LIMITS FOR MULLION:1"x 4"-ONE-WAY MULLIONS
SPAN 'L' TRIBUTARY WIDTH'W'.(IN.)
(IN.) 18 24 30 36 42 48 53.125 54 60
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
48 200.0 200.0 200.0 200.0 200.0 200..0 200.0 200.0 200.0
60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
72 200.0 200.0 200.0 181.5 161.6 147.9 139.7 138.6 132.6
84 200.0 159.9 130.4 111.2 98.0 88.5 82.5 81.7 76.7
96 140.1 106.3 86.3 73.2 64.1 57.4 53.1 52.5 48.8
108 98.1 74.2 60.1. 50.8 44.3 39.5 36.3 35.9 33.1
DESIGN PRESSURE LIMITS FOR MULLION: 1"x 4"-TWO-WAY MULLIONS
SPAN 'L' TRIBUTARY WIDTH'W'(IN.)
(IN.) 18 1 24 30 36 42 48 53.125 54 60
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 198.5
48 200.0 200.0 200.0 200.0 200.0 186.1 168.1 165.4 148.8
60 200.0 1 200.0 200.0 198.5 170.1 148.8 134.5 132.3 119.1
72 200.0 200.0 196.6 163.8 140.4 122.9 111.0 109.2 98.3
84 200.0 154.7 123.8 103.2 88.4 77.4 69.9 68.8 61.9
96 138.2 103.7 82.9 69.1 59.2 51.8 46.8 46.1 41.5
108 97.1 72.8 58.2 48.5 41.6 36.4 32.9 32.4 29.1
Impact Ratings
ASTM E1996-Wind Zone 4,Missile Level D
PA/TAS 201/203-Large Missile and Small Missile compliant
{r
Keystone Certifications,Inc. 564 Old York Road,Suite 5 Etters,PA 17319 !
Phone:717.932.8500
www.keystonecerts.com
t
ooeunent Title: Doc No: FRM 81-02' .
Structural Performance R°"" ' P'go ' or. 1
iroj Ly S.M.N Certification
Authorization Report
Required By. PRO 81-03
CAR& Product ID Number: 622 - 105.0
Issue Date: 2/11/2015
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 used on many
factors, Including installation, condition of the wall/roof 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.keysiDnewtscom.
Licensee Information: Product Information:
Eastern Architectural Systems Model:2"x4"Aluminum Mullion HN/T/X
10030 Bavaria Road Operator Type: Mull
Fort Myers FL 33913 Config: No Reinforcement
Max Width: See Table
Max Height: See Table
i
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-8A/9A
r
Test Report Expiration: 7/18/2018
Authorized Signature:
1 Digitally signed by Steven M.Urich Keystone Certifications' Inc.
Did:cn=Steven M.Urich,o=Keystone 564 Old York Road, Suite 5
5 Certifications,Inc,ou, Etters, Pennsylvania 17319
email=surich@keystonecerts.com, Phone: 717-932-8500
c=US
Date:2015.04.0111:06:34-04'00' Fax: 717-932-8501 {
W W W.KEYSTONECERTS.COM
u
a
o Appendix
x 1TCAR No:6U.105.0
Expiration Date:7/18/2018
Eastern Architectural Systems
10030 Bavaria Road
Fort Myers,FL 33913
Load Tables for the:
2"0'Aluminum Mullion,Horiz/Vert/T/X
DESIGN PRESSURE LIMITS FOR MULLION:2"x 4"-ONE-WAY MULLIONS
SPAN 'L' TRIBUTARY WIDTH'W'(IN.)
(IN.) 18 24 30 36 42 48 53.125 54 60
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
48 200.0 200.0 200.6 200.0 200.0 200.0 200.0 200.0 200.0
60 200.0 200.0 200.0 200.0 200.6 200.0 200.0 200.0 200.0
72 200.0 200.0 200.0 200.0 200.0 197.0 188.0 186.8 180.1
84 200.0 200.0 195.1 166.4 146.6 132.5 123.5 122.2 114.8
96 200.0 159.0 129.1 109.5 95.9 85.9 79.5 78.5 73.0
108 146.7 111.1 89.9 76.0 66.2 59.1 54.4 53.7 49.5
DESIGN PRESSURE LIMITS FOR MULLION:2"x 4"-TWO-WAY MULLIONS
SPAN 'L' TRIBUTARY WIDTH'W'(IN.)
(1N.) 18 24 30 36 42 48 53.125 54 60
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
48 200.0 200.0 200.0 200.0 200.0 197.0 178.0 175.1 157.6
60 200.0 200.0 200.0 200.0 180.1 157.6 142.4 140.1 126.1
72 200.0 200.0 200.0 175.1 150.1 131.3 118.7 116.7 105.1
84 200.0 200.0 180.1 150.1 128.7 112.6 101.7 100.1 90.1
96 200.0 155.1 124.1 103.4 88.6 77.6 70.1 68.9 62.0
108 145.2 108.9 87.1 72.6 1 62.2 54.5 49.2 48.4 43.6
Impact Ratings
I
ASTM E1996-Wind Zone 4,Missile Level D
PA/TAS 201/203-Large Missile and Small Missile compliant
Keystone Certifications,Inc. 564 Old York Road,Suite 5 Etters,PA 17319
Phone:717.932.8500 !`
www.keystonecerts.com :
�` d
Docuneot 7ft: Qac No: FRM 10111-021
Performance Rev No: 7 Pa9m 1 1
,�YS'TON Certification
cel
Authorization Report
Required By: PRO 81-03
CAR& Product ID Number: 622 - 106.0
Issue Date: 2/11/2015
Revision Date: 4/1/2015
Expiration Date: 7/18/2018
Company Code: 622
This Cerfi ication 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 wall/roof 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 verged at www.keys$Dnecerts.com.
Licensee Information: Product Information:
Eastern Architectural Systems Model:2"x6"Aluminum Mullion HN/T/X
10030 Bavaria Road Operator Type: Mull
Fort Myers FL 33913 Config: No Reinforcement
Max Width: See Table l
Max Height: See Table
Referenced Standard: Product Rating:
HAMA 450-10& PAITAS 201/202/203 See Appendix 1 Load Tables and Impact Ratings
Qualifying Test Information:
Test Report No: CTLA-3010W-8A/9A t
Test Report Expiration: 7/18/2018
Authorized Signature: ti
Digitally signed by Steven M.Urich Keystone Certifications, Inc. t
DN:cn=Steven M.Urich,o=Keystone 564 Old York Road, Suite 5 0
4. Certifications,Inc,ou, Etters, Pennsylvania 17319
email=surich@keystonecerts.com, phone: 717-9-32-8600
c=US
Date:2015.04.01 11:26:48-04'00' Fax: 717-932-8501
ll.
WW W.KEYSTONECERTS.COM
"r
i
,�1VST9/I i Appendix Z CAR No:622-106.0
Expiration Date:7/18/2018
Eastern Architectural Systems
10030 Bavaria Road
Fort Myers,FL 33913
Load Tables for the:
2"x6"Aluminum Mullion,Horiz/Vert/T/X
DESIGN PRESSURE LIMITS FOR MULLION:2"x V'-ONE-WAY MULLIONS
SPAN'L' TRIBUTARY WIDTH'W'(IN.)
(IN,) 18 24 30 36 42 48 53.125 54 60
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
48 200.0 200.0 200:0 200.0 1 200.0 200.0 200.0 200.0 200.0
60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
72 200.0 200.0 200.0 200.0 200.0 197.0 188.0 186.8 180.1
84 200.0 260.0 200.0 191.0 171.5 157.6 148.7 147.5 140.1
96 200.0 200.0 186.8 161.6 144.1. 1 131.3 123.0 121.8 114.6
108 200.0 197.0 162.7 140.1 124.2 1 112.6 104.9 103.8 97.0
DESIGN PRESSURE LIMITS FOR MULLION:2"x 6"-TWO-WAY MULLIONS
SPAN 'L' TRIBUTARY WIDTH'W'(IN.)
(IN.) 18 1 24 1 30 36 42 48 53.125 54 60
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
48 200.0 200.0 200.0 200.0 200.0 197.0 178.0 175.1 157.6
60 200.0 20D.0 200.0 200.0 180.1 157.6 142.4 140.1 126.1
72 200.0 200.0 200.0 175.1 150.1 131.3 118.7 116.7 105.1
84 200.0 200.0 180.1 150.1 128.7 112.6 101.7 100.1 90.1
96 200.0 197.0 157.6 131.3 112.6 98.5 89.0 87.6 78.8
108 200.0 175.1 140.1 116.7 1 160.1 87.6 79.1 77.8 70.0 s
Impact Ratings
`r
ASTM E1996-Wind Zone 4,Missile Level D
PA/TAS 201/203-Large Missile and Small Missile compliant
i
Is �
D
Keystone Certifications,Inc. 564 Old York Road,Suite 5 Etters,PA 17319
Phone:717.932.8500 '
www.keystonecerts.com
s
EASTERN ARCHITECTURAL SYSTEMS
HVHZ CLIPPED ALUMINUM TUBE MULLIONS _
GENERALNDTES: Wl`. '4V2' ;'.{�•Wl•�•VVZ•+-�"-
.
1
THE PRODUCTSHOWNHEREIN ISDESIGNEDANDMANUFACTUREDTOCOMPLYWTN'THE2010&SthE0Ti0N 4
FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE.
MULL
3. APPROVED.tMPAtTPROTECTiVESYSTEM ISNOTRfQUIREDFOR THLSPRODUCT INWINDBORNE DEBRIS REGIONS. 4
INDMDUALUNITSATTCHEDTOMULLION I �IMPACTRATED. `\� SQ'AN•I _�`�
4, ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRYAND 2X FRAMING ASA MAIN WIND FORCE
RESISTINGSYSTEM CAPABLE OF WITHSTANDING ANDTRAIMERRING APPLIED PRODUCT LOADSTOTHE
FOUNDATION is THE RESPON519MWOfTHE ENGINEER ORARCHITECT OfRECORD FORTHEPROIECTOF
INSTALLATION.
S. 1X AND ZX BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADSTO THE VE47TCAL MILU
STRUCTURE.BUCK DESIGN ANDINSTALLATTON ISM RESPONSIBIUTYOFTHE ENGINEER OR ARCKITECTOF RECORDE SPAN`L.• �SMULL
L�
FOR THE PROJECT OF INSTALLATION. 4
6. THEINSTALLATIONDETAILS DESCRIBED HEREIN ARE GENERICANDMAY NOTREFLECTACTUAL CONDTIONSFOR A TIM.
OM
SPEGfECSTTE.If SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQtRREMENTSOETAiLEDHERE{N, M � Q �
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPEGTC DOCUMENTS MR USE WITH THIS DOCUMENT IN
NON-HVNZ AREAS.IN HVNZAREAS.ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMN)ADE PERJL
7. MULLION&CLIP MATERIAL:ALUMINUM WOS-TS&606346(AS NOTED)
IL MULLIONS MAY BE USED WITH ANY APPROVED FENESTTIATION PRODUCT,UNDER SEPARATE APPROVAL ,y(, y1F Wl.
9. SEE SHEETS S-9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS,MULLION
CONFIGURATIONS,AND DESIGN LOAD CAPACITIES. AN04GR aV. A
10. IN ACCORDANCE WITH THE 2010&STH EDMON FDC,DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME TYP 4
1noCONTACFWTHALUMINUMUNITFRAMINGSHALLBEPROTECTEDASDEFINEDINSEC2003.RA. TYPICAL HORIZONTAL" F'MULLSPAN
MULL ^—
"TRUCUMS.
1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. )
L CHOOSE AMULLION THAT PROPERLY FFMT14EFENE5TRATNINPRODUCT. `W2`
TABLE OF CONTENTS 3. DETERMINEWHETHERASSEMBLY REQUIRES ONEWAYOlt TWO-WAY MUUTONS. }
. ASSEMBLIES CONSISTING OF STACKED Olt SW.SY,STDEUNTSREQUIREUSE OF
SHEET REVISION SHEETbESCWTION ONE-WAY MULLIONS.
. ASSEMBLIES CONSISTING OFMUVWUEUNITS MUUEDTOGETHERWTH
1 - GENERAL NOTES,INSTRUCTIONS.ANDELEVATfONS MULTIPLE MULLIONS REQUIRE USE OFTWO-WAY MULLIONS.
SEE SHEET Il FOR'ASSEMMY ANO WAO MI AMPLES.
2 - MUUSONDETATLS . IFASSEMMYTYPECIINfNOFBEDLTERMIN0USETWO-WAYMUWONCHART.
a. vEQIFY
r'18 ANC14MO-TPDETAMS PRFSSUREOFOPENINGUSINGCHAIMONSHEEI3"0.'
- MULLION SECTIONS S. QUALIFIED"TYPESAPPEARONSHEETS6d0.MUMPLEANCHOR
WKISUBSiR WJMPODMSMA tOMWMfDUANOPEWWAREALLOWEDTYPICAL MULLION&CL PASSEMBLIES & THE LESSER DESIGN PRESSURE OR MULLION Olt FENESTRATION PRODUCT WILL HORIZONTALSF N
1'X 3-11V grMTy MULLION DEsing"LOAD TABLES GOVERN OVERAILASSEMBLYDFSIGN PRESSURE RATtNG.
- 1'X 3-1/6"(MEAN!)MULLION DESIGN LOAD TABLES
- 1•X 4'MULLION DEMON LOAD TABLES
t�ttttELittFtjP� RE'iTRRIQAlB �„ ustER+n v lrafne�
9 Y X 4•MULLION bES16N LOAb TABLES \��(Orj IF �I� EaSterjt ffAMMEar u�MV
SO - Z'X 6'MULLION OESI6N LOAD TABLES 4-�
f! - MULLION ASSEMBLY AND LOAD EXAMPLES ; -
* ALPPED RZTSNGW�MCAND HORIZONTAL,CORURAR
JAS"13 TJ)i
Norero,MDigitally signed by Hermes F.
Reason:I am approving this document �''�,- S�'"""'"�����;•`� °"+�°'I>a` Fr� YeQ
PA-0003 MT.S. 2 attlflO�AYLGfit♦b.t73!{
Date:2015.02,2812:010-05'00' 1 F ^M
P t
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--{ f-- 1.000 x.ow H»-
--�
1 0.230° 0.2w 6.000"
0.125 0.125F 4,006' 4.000'
3.123' 3,12"5°
i I
0.373° 0.625' 0.250' 0.230' 0.236'
1"X 3-llr(UGH'1`) 1"X 3-1/8"(HEAVY) Me e r X e r X fi
MULLION MULLION MULLION MULLION MULLION
SEE SHEET 6 FOR SEE SHEET 7 FOR SEE SHEET 8 FOR SEE SHEET 9 FOR SEE SHEET IO FOR
QUALIFIED CLIPS QUALI'F 4CLIPS QUALumb aysQUA tZ D Q IPS QUA TMD CIPS
NOTE:SEE SHEET 3 FOR SPECIFIC
QIP TYPES ANO bU*NSI
x1�$F J
1 eOY�,i,'i
ti+,�~� •"' .•A.�O�I� YS; AWMINAw a~OM�~AEVKM~�� amllb0a
HVHZ CUPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
"ri .'1• *r`� ��
02/0 13� TJH waonrews n+c
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0.129' _1j� 0 0
2,25•
2"X 5"X 21/4" L-CUP 2"`X 3"X 1314" t-CLIP
a.:25• �2�•
2"X 4"X 3 3/8W' L-CLIP ALUMINUM 6063-T6 ALVMIt3UM 9063 T `
ALUMINUM 6063-T6
2"X 4"X s 3/8" L-CLIP
10.46" ALUMINUM 6063-T6
2.50° A
0.722'--i 1.-
2.25• O o 2,25" o -T 0.722'-,--q i— 10.44V
2.25' 0 2.25• L76•
0 2.25. 0 0 2,25° 1 1 a i 2,33'. 2 25°
_L oO —L _ .L
a K-271.
0,188•
1,25° ! 0 25• 0 a
- Jlf� H-T H-T11
o.1ar
1015/32"X 21/4!'H-CUP 1.25" 1
ALUMINUM 6063 T6 21/4" U-CLIP 13/4" U-CLIP
ALUMINUM 600-T5 ALu 005
M 6 -T5 1015/32"X 13/4!' H-CLIP
ALUMINUM 6063-T6
8.25•
2,25° 2,25° 2,25°
0 0 0 0
2.625
��rr
,``�"{{1""t7ttt��' RE1ft8"ON3 .iNSMOrn awampns"aftMsicfa
0 0 0 0 ♦����rGS K O ptt ,m"vnnme
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0.125' ±�Yi' -O HMZ CLIPPED ALUMINUM TUBE MULLIONS
0.875° �� *• :t*r VERTICAL AND HORIZONTAL CONFIGURATIONS
ill to
81/4"X 3 3/8"" H-CLIP o ''•; �.i�w 02 05 t3°'� T 14
ALUMINUM 6063-T6 it, '+••; \ �� O1� 101° '0MS °"" ARO°
A-0003 N T.S. Iii amact� arro assn
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st
INSTALLATION INSTALLATION INSTALLATION
ANCHOR(SEE NOTES 211x•MIN. ANCHOR(SEE -S7 3 3/2•MIN. ANCHOR(SEE'NOTES HORIZONTAL
SHEETS 6-20) EDGE DIST. SHEETS 6-10) EMBEbMENT SHEETS 6-10) Mme' '
CONCRETE OR ` •
MASONRY BY OTHERS '� • ♦. s'-
CAULK BETWEEN a d e 2 iJ4'MIN 314'MIN. f EXTERIOR MULLION CLIP
CONCRETE/MASONRY b IX ° Q. • .� EMBEDMENT EDGE DIST. i; TYP.
WOOD BUCK BY OTHERS _ _ __
'U'0.2P
TYP.
1 X WOOD BUCK CONCRETE OR EXTERIOR INTERIOR
tr'
BY OTHERS MASONRY BY OTHERS
CAULK BETWEEN ,t VERTICAL_
1 I
MULLION CLIP CONCRETE/MASONRY A 2X
TYP. WOOD BUCK BY OTHERS + MULLION,TYP. I I
. q.
- 1 i
I 1 z X WOOD BUCK
EXTERIOR I 1 INTERIOR BY OTHERS - +. .
I _ INTERIOR _ TripON ORIZONTAL SECTION
I I SMYUP�ON T•MUIItONIN1EliSECiDETAI
HORIZONTAL SECTION smvm'"
C
g VERTICAL SECTION JAMB-n B►«
w SIDE VtEW4RWJZONTRL
H NERD-tOt3GtESEjMASONRY
SIDEV1EW VEIMCAL INSTALLATION 1 i
ANCHOR(SEE NOTES
SHEETS 6-14j
HORIZONTAL
MULLION,TYP.
EXTERIOR i I INTERIOR
I ",—MuWON NOTE PRIOR INTERIOR
I { TYP. ® TMYA�ON CLIP
DETAILS SHOWN ARE TYPICAL FOR
1 1 ALL MULLION A CLIP A IN S. VERTICAL
I ISEE SHEETS 6-10 FOR ALLOWABLE MUL XON,TYP.
1 MULLION CONFIGURATIONS,SIZES,
I ( MULLION CLIP AND DESIGN PRESSURES.
i I TYP' ORIZONTAL SECTION
•. v' �� X*#UWO%""0SECIDETAIL
° c MEV1EW
e 13/4"MIN.
d, EMBEDMENT
PRECAST SILL a - ti11{lfl/ftt tr WASKIM uemw.nwnmuRaeronxee
BY OTHERS
%110'
' NOW=
QN � •~ • ,''moi
INSTALLATIONL Q. .•�. pQ��„
ANCHOR(SEE NOTES 21/2°MIN. .� ? – rVWERnCAI-HZ CUPPED ALUL41HUM TUBE MULLIONS
SHEETS 6-10) EDGE DISTANCE =* slr p AND HORIZONTAL CONFIGURATIONS
A
VERTICAL SECTION ..=�; Dom: a .
,a SIL-COPICRETT/NIam" �'. ;g: • ,' ,Q im J «�a�rseaosa¢
SiDEVIEWVER1TtAL 'ice aweftle G� N T ,uuTIMAEo aarne
at lie oaiT pr
,
f
VERTICAL MULLION
U—CLIP TO MULLION
CONNECTION
HORIZONTAL MULLION
"—CUP
SUBSTRATE BY OTHERS
SUBSTRATE VARIES, SEE
NOTES SHEETS 6 — 10
H--CUP ANCHORS
ALL INSTALLATION HOLES
MUST HAVE AN ANCHOR
INSTALLED IN THEM
MULLHON AND CLIP ASSEMBLY
TYPICAL ASSEMBLY SHOWN WFM I-x 311V MULLION
AND H CLIP.OTM MULLIONS AND CLIPS ARE APPROVED.
SEE INDIVIDUAL MULLION SHEETS
F r►tOrr�',4 REvIstBtaseaenmmFAm,M° an+nes
,i/!►.
~ '� /�LYMIMUMYYONMbL
+`�.•r~••• ��� ,II ...Va;.`1v..,.......,nw.i......e,+� rmy. asararn
�'• • O HVHZ CLIPPED ALUMINUM TUB£ MULLIONS
VERTICAL.AND HORIZONTAL CONFIGURATIONS
A°• , um n:
C!'' O O 13 TJH + wmenrab+a.n+c
��. l,t... ,.•�U`.,� awumwae taus aca�taruiem
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R
LOWOFSIGNPRESS1RtEUMF7SFORMSA210N:1'%3 t!G -ONE-WAYMtA1SONS MUL1SON MULLION
SPAN TMBUFARYWWN VW IN. R
(IN3 is 24 39 35 f2 1 4E 1511251 34 1 W
24 2Mo 200.0 200.0 2000 200.0 I 200.0 F 2M0 I 2WA I 2000
36 200a 20x0 2WO 2000 2M0 2000. 2000 1 2WO I 2000 1 012V
48 2000 2ndo 2W.0 2000 2WO 2000 2000 2000 2000 3425'
W 2008 2W.0 1810 L'iB.0 1433 1343 129.E 1293 127.6
72 16LS 123.7 1015 873 77.7 713 61.2 GO- 53.E
84 1010 76.9 67.7 S33 47.1 4E6 39.7 393 369
N 67.4 1 S1.1 I 4L$ 352 30.11 7.7.6 206 252 205 ONE--WAY MULLION DIAGRAMS
109 47.2 35.7 las 24.4 21.3 19.0 17.5 1 17.2 15.9
0375'
OFSIGNPRMStRiEUWMFORAfiMON:1%3118`U -TW"AYMUUIONS 1"X 3-1./8"(LIGHT)MULLION
SPAN w TMOMARYWIO1NW Ea. ALUM2NUM600!5-IS MULLION-
1N. ie 2d 1 30 1 36 t 42 48 153.325 54 W MULLION
24 2W.0 2000 1 2000 I 200.0 2000 2=0 1 2000 2000 200.0
36 2000 2000 200.0 2000 39L4 167.5 7SL3 24E9 1310
48 2000' 200.0 2000 1675 143.6 125.6 113.S 11L7 1005
W 2000 2W.0 1606 1340 114.9 MS 908 693 804 •
T2 157fi 118.2 94S 7aE 67S S9.1 53.4 523 473 TRIBUTARYWIDTH= Wl-W2
84 99.2 71.4 99.5 49.6 42S 37.2 33.6 33.1 29.8 2
46 66S 49.9 349 33.2 2&S 24.9 22.5 2Z2 1 19.9
M
106 16.7 35.0 7E.0 230 20.0 17S 15.8 75.6 14.0
TWO-WAY MULLION DIAGRAMS
TABLE NOTES:
L SEE SHEET 1 F{E217NSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS 6 OW
DETAILS.
_ 2. LINEAR INTERPOLATION BETWEEN L2STED WIITHS AM SPANS 15 ALLOWED.
QUALIFIED ANCHOR CLIPS a. SSEESHEET3� CIF FOR"bZMENSIONS.
5. ANCHOR REQIFIREMEM-
•WOOD:#14 WOOb SCREWS
•CMU:V*r7W TAPCONS
.CONCRETE:1/4•ITW TAPCONS
METAL 2/4'SELF•DRI.LIN6 SCxtEWS(GRADE 5)
° 6. INSTALLATION SUBS MAT
o a 0 0 •Wf?OD"ANC 4ORS SHALL HAVE A MIN.EMSEDMEI4T OF Wre b Eb6E DISTANCE OF i°.WOOD SHALL SE MIN S.B. 55.
0 rF1OLLOW CMU'ANQiORS SHALLHAVE A Mm EMBEDMENT OF 2-U4.6 EDGE DISTANCE OF 2-112':HOLLOW CMU SHALL
2"X s"X 1/4" L CLIP v! COPIFORMINB TO ASTM C90.
CO4NCRETE ANCHORS SFIALL'HAVE A MIN.EMBEDMENT OF I-3/4 Q EDGE WSTANWE OF 2-1/2":COW METE SHALL BE
21/4°U�CLIP M,�y--�---
ALUMINUM 6063-T6 •METAL ANCHORS SHALL HAVE A WK(3)THREADS PENETRATION 8EVOND METAL STWCTURE STEM SHALL BE MTU
ALUMINUM 6005-T8 *•MUST BE USED IN PAW is GA:(0.045'TH=33 KSIYIELD.ALUMINUM SHALL BE MIN.VW THICK ALUMINUM 6063•T3.
U-amp FOR USE ONLY IN
MULLICN-TO-MULLION
CONNECTIONS 11 t, rfrt h veeracnwnsr%aees
0 0 0 ���%% 4f4C F• O'00
MATE:SEE SHEET 3 FOR SPECIFIC o a 0 i !6OF
HZ CUPPED ALUI:UNUM TUBE MULLIONS
G11P TYPES AND DIMENSIONS. RTICAL.•AND HORIZONTAL CONFIGURATIONS
LUION
1015/32"X 21/4" H-CUP
ALUMI�R3M 6063-T6' •�� y''.. rr ice. WWM "sem ■er11
MULLI w
OEM PRFSSUREUMnf0R :Px3 ONEWAYMUAUO9s
SPAN V TRI RY w
IN. SE Q4 30 39 42 4E 53.225 S4 W
24 X0,0 200.0 200.0 I 20D0 •2000 2000 1 700.0 200.0 200.0
36 7000 200.0 200.0 1 200,0 1 2000 2019 2000 2000 700A
48 202.0 2000 2000 200A I 2000 2000 200.0 2000 0125°
W 200.0 2000 200.0 191.4 1767 167.5 162.2 16L6 LS9.4
72 2000 1S4S 129.E 1011KO I U3 1 74J 1 3125
84 1262 961 7a4 G&S Sag 53 2 49.6 491 461
96 84.2 639 SLE 44.0 345 3L9 .3L5 z43 ONE-WAY MULLION DIAGRAMS
Ml 1 59.9 1 44,6 1 361 766 I 23.7 1,2LB LUS I 19.9
OECIGNPMSUREUMMFD;tMMON:1'x3 1C NEA -TWO-WAYMUWON5 1 0.623" a
SPAN TRUWARYWIb2HW IN. 1"X 1/$"(HEAVY)M LION MUH;LION
IN. is 24 30 36 42 48 53.125 54 W ALUMINUM VY MUUSON -
24 MD.0 2000 2x1.0 2000 2000 2000 200.0 2MO 2000
38 200.0 2000 2000 200.0 19L4 1675 L5L3 14$9 I 1310
48 200.0 2000 2000 1675 243.6 U&S 2735 11L7 I100.5
w 2000 200.0 IW.E 134.0 114.9 1005 4
72 196E 147.8 116.1 95.4 84,4 73.8 667 85.6 59.i -
94 IM,O '93.0 74.4 620 sm. MS 420 4L3 37.2 TRIBUTARY WIDTH= ���-
81.0 623 44,E 41S 35.6 3L2 X1, 27.7 24.9
108 Sa3 43.7 35.0 29.2 75.0 21-9 19.E MA 17.5
TWO-WAY MULLION DIAGRAMS
TABLE NOTES:
L SEE SHEET I FCR MSTRUCT=,tS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METli0b5 6 CLIP
DETAILS.
z. LINEAR INTERPOLATION BETWEEN LISTWb WIbT ks AND SPANS IS ALLCWEb
3. SEE THIS SHEET FOR SPECIFIC MUUSON DIMENSIONS.
QUALIFIED ANCHOR CUPS 4. SEE SHEET 3 FM SPECIFIC aV tPIMENSIONS.
5. ANCHOR REgUD1EMENTS:
WOOD:024 W0015 SCREWS
�^ \ •CMU:V4*ITW TAPCONS
O
8m
o • .1/4"SE"LF-DAI LING SCREWS(GRADE 5)
3/4"U-CUP o 4 6. INSTAMETTAILLATION SUBSTTRATES:
•W00b ANCHM SHALL HAVE A MDL EMBEDMENT OF 1-1/2'8 EDGE DISTANCE OF P-W00b SHALL BE MIN.S.G.t0.55.
ALUMINUM 6005-T5 •HOLLOW CMU ANCHORS SHALL HAVE A MIN:EMBEDMENT OF 1-1/4'6 EDGE DISTANCE OF 2-t/2'.HOLLOW CMU SHALL
0 0 0 0 IUM WEISHT 6*11FORMING TO ASTM C 90.
U-CLIP FOR USE ONLY IN •COALCRETE ANCHORS SHALL HAVE A MIN:EMBEDMENT OF 1-3/4'.6 EDBE DISTANCE OF&I/Y..CONLRETE SHALL BE
MULLION-To-MULuoN 2"X S"X 13/4"L-CUP ►�=-`
CONNECTIONS ALUMINUM -T6 •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL S14ALL'BE MIN,
"MUST BE USED IN P i8 6A. )45THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.VB"THICK ALUMINUM 6063-T5_S F astern.
1, q'�a••• • � r/ .\4�MIMYM.�M YIM7�. 5� �p
0 0 o ti�Qi•�.•• •..�0!�� a,.`-r.+�'". -...�.....£:..»... , weAomasu
NOTE:SEE SHEET 3 FOR SPECIFIC t HVHZ CUPPED ALUMINUM 'TUBE.MUUJONS
CLIP TYPES ANb DIMENSIONS. o 0 0 - VERTICAL�AND.H01100147AL CONFIGURATIONS
10 16/32".X 13/4"3/4!'H-CLIP .
''�'`•
ALUMINUM 6063-T6 ���i�O •'•••••»••~��� �'1`' auv8wiora T3T:IHNy�yA
�♦ Ph- I S.
4M amt mxn: ad:
OF III
...
1?
MIRLION
DESIGN PRESSUREUKUFORMULUON:YM4°-ONE•MvAYMU1LON5 1.000° MULLION
SPANl 'nUMNARYYwmmHRld'IN.
IN. U 24 30 1 36 1 42 46 SIM I S4 W
24 210.0 I 20.0 I 240 2040 1 200:0 200.0 200.0 I 2040 20.0
36 200.0 1 200.0 2MO 200.0 I 200.0 2X10 20.0 200.0 240.0 0 .
4" 2000 2X10 21110 2X10 2000 2000 210.0 2040 20J)
w 2X10 2040 20.0 200.0 2040 200.0 200.0 20110 mo
72 X140 200.0 2X10 18LS 16LG 147.9 139.7 MG 1326 4,000' + �
84 20110 259.4 230.4 11L2 9R0 E1.S "258LT 7.T
96 1401 1043 8.3 73z "1 5714 $3.1 s2s 41a ONE-WAY MULLION DIAGRAMS
log SRI 74.2 �2 506 4lA3 395 3.3 359 33.t
mIGNPRFSSUAEUw%FORMi111JON:1=4'-1WO WAYMW10N5
Rg,
TRI"UfAMWiOTNYY IN. 0250' { MULLIOPI MULLION i" 24 30 36 42 43 S312S 541"X 4" MULLIQN
2140 =0 2X10 270.0 2X10 2 O 2040 2010 2X1.20.0 2140 2100 2X10 2X10 27110 20A0 200.0 =5 ALUMINUM 6005-TS=0 210.0 2010 jJM:t2l8Wk4
166.1 SERI 1614 144
210.0 20110 2100 146E 1345 1323 129.1
210.0 2100 19.6 122.9 1110 10.2 9R3
20.0 154.7 123.E 77.4 639 GR" GL4 TRIBUTARY WIDTH cWZ 1382 103.7 82.9 5L" 4.8 4.2 4LS 97.1 728 58.2 4R3GA 319 324 29.1
TWO-WAY MULLION DIAGRAMS
TABLE NOTES:
L SEE SHEET 1 FOR INSTRUCTIONS ON USSNS TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS A CLIP
DETAILS.
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS,
4, SEE SHEET 3 FOR SPECIFIC"DIMENSIONS.
S. ANCHOR REQUIREMENTS:
•WOOb:#14 WOOD SCREWS
-CMU;1/4ITW TAPCONS
QUALIFIED ANCHOR CLIPS •CONCRETE-IX ITW TAPCONS
•METAU V r SELF-bAlUMV SCREWS(GRADE M
6. INSTALLATION SUBSTRATES:
-WOOD ANCHORS SHALL HAVE A MIN,EMBEDMENT OF 1.1/2'b EDGE bISTANM OF 1',WOOD SHALL BE AWL S.6.N2.ai5.
+HMLAW CMU AAa4OR5 SHALL HAVE A MIN.EMBEDMENTOF 1-1/4'A 9W OMANCE OF 2-112'.HOLLOW CMU SHALL
0 0 o 0 o 0 0 0M riTcoWTO ASTM C 90.
•CONMETE ANCHORS SHALL HAVE A MIN:EMBEDMENT OF 1-514•A EDGE 6ISTANGE OF 2-112':CM40M SHALL$E
MIN.4OW PSL
+METAL ANCHORS SHALL HAVE A MIN.(3)THREADS P94E'iR UM BEYOND METAL STRUCTURE.STEEL SHALL BE MIN.
045•THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN,I/$'THICK ALUMIPIUM'60M-75.
0 0 0 0
O O O
111t1lttittl 0i1:1J
O �p�•'l�s �'',. :ss.: ' +�$ l`/�
2"X 4"X 3 3/8" L-CLIP F
•
81/4 X 3 3/8 H-CLIP
ALUMINUM I �
.. I
wj
"MUST BE USED IN PAIRS Cld•SI�
ALUMINUM 3 Z r HVHZ CLIPPED 'ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
1* v r MULLION
NO SEE SHEETS FOR SPECIFIC 'i
CW-TYPES AND bTMENSION5. 'I,i�` `'•.:»..••' G����� wuwowc aeuc 7a� 1R�
� �� PA- N T.S. :! t` um+auramsiao�.eoln
;qo- 'Ste ra4r: aev,
w eae -�wonau ""' OF 11.
s{
MION PRESSMI UM M FOR MUWON:2•x 4•-ONE•WAY NW WOMS _t MULLION
VAN'G TRBOTARYWi11HW 08. -+f 2Aow
IN. 19 1 24 1 30 1 16 1 42 1 48 51.125 I St 6O 1 MULL I'ON
24 2000 2000 2000 2000 200.0 7000 200.0 200:0 2040
36 "200.0' 2000 1 200.0 1 2MO 1 200.0 2000 7000 1 2000 2000
48 2000 2000 200.0 2000 7040 ZONA 2000 2000 200.0
60 200.0 2000 20D.0 2040 2000 200.0 20D.D 2000 200.0 0.256°
n 2000 2000 200.0 2000 2040 1470 1050 I%$ 140.1
M 2000 200.0 195.1 1664 1466 1425 I23.S 1722 114E 400 , «
96 m0.0 159.0 179.1 109.5 95,9 a59 79.s ns 73.0
109 146T 11L1 449 76o ou 59.1 SC4 51T as ONE-WAY'MULLION DIAGRAMS
OE516N PREsSUREUMtfs FOR MUWON:2•x P-1W W WAYMUWONS
SPAN V 1R19tlfARY WIOlt17Y IN.
IN. 18 24' 30 36 42 4E S3.375 54 w MULLI
24 2000 2000 207.0 2000 2000 M" 1040 2040 2000 0.250° MULLI
36 200.0 2000 =0 2000 2MO 2000 2040 7.0 =0 2"X 4"MULLION
4a woo mo 204o moa moo 11,0 17ao i75.1 .1526
60 moo moo 2040 =0 1401 167.6 1424 140.1 126.1 ALUMINUM U05-T5
n m0.0 moo 2000 1751 1541 =3 1167 1167 105.1
94 =0 2000 MI 1901 UV 117.6 MT 100.1 %I
9620D.0 ISM 124.1 1014 966 77.6 M 64.9 62.0 y/1.W2
109 145.2 10&9 97.1 72.6 ELI 51$ 49.Z 464 43,6 TRIBUTARY WID`IH= 2 .
TWO-WAY MULLION DIAGRAMS
TABLE NOTES:
L SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS 6 CLIP
DETAILS.
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIC CLIP bIMENSIONS.
5. ANCHOR REQUIREMENTS
QUALIFIED ANCHOR CLIPS •WOOD:#14 Wood ONS
.CMU:1/,VzTw TAPCONs
•CONCRETE.3/4rTW TAPCONS
•METAL 1/4•SELF-bRnUM SCREWS(GRADE 5)
6. INSTALLATION SUBSTRATES:
0 0 0 0 •WOOD'ANCHORS MALL HAVE A MIN,'EMSEDMENT OF 1-1/2•b EDGE DISTANCE OF P.WOOD SHALL BE MIN.S GA35.
•HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4•A Eb6E DISTANCE OF 2-1/P:HOLLOW CMU,SHALL
Be MEDIUM WEIGHT CONFORMING TO ASTM C 90.
•CONCRETE ANCHMS_S14ALL HAVE A MIN.EMBEDMENT OF 1-31V A EDGE DISTANCE OF 2-1/2'.CONCRM SHALL BE
•MET�ANCSHORSz SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN.
0 0 0 0 form(0.045'M41M 33 KSI YIELD.ALUMINUM SHALL BE MIN.Vr THICK ALUMINUM 6063 TS.
2"X 4"X 3 3/8" L-CLIP
ttlttlttt) Q£10 s� selsfs
ALUMINUM 6063-Tb `pttt S j�i' No
'r �r � ex° "aretx°�,rr�r
"MUST BE USED IN PAIRS
l .iaw.. Pa1t M�71l.FIO�ImM1tf�1�
a HVHZ CUPPED.ALUMINUM TUBE MULLIONS
NOTE:SEE SHEET 3 FOR SPECIFIC * * VERi1CAL AND HDRIZONTAI,CONFIGURATIONS
4.
CLIP TYPES AND DIMENSIONS. : '• •�
.•+i�(? =."'•'..I« •G����� 02/
13 ar T - - adnart Di4oF
4r,� SPA: N.T mrDloxv+rmNNnxxa
r ne+ oewrno+ xW F 11
a
2 CK� MULLION
0f516N pA13SttREUfAITS POR N11WON:1'x6"-ONEWAY MtAii9615
SPAN T "OKARYVA0IN W IN. MUU.ION
tN. 18 24 1 30 36 42 1 48 S3.12S I % 60
24 2000 2000 I 2080 200:0 20A 200.0 200 I 200 11100 •
36 200.0 200 2000 2000 2000 200 20A 200.0 moa
a8 200.0 200.0 200.0 moo 200 2000 200 2000 200.0
so 200 20.0 24.0 20.0 200 2000 .200 200 moo
72 200.0 20&0 200 201.0 200 147.0 169.0. 186.8 1➢01
81 200.0 IWO 200 19LO 17LS 1526 14a7 147.5 1401
96 20.0 200 U&S 1616 144.1 1313 1 WA 121.A 11L6 ONE-WAY MULLION DIAGRAMS
100 2mo 147.0 162.7 140.1 124.2 1126 103.9 IO&S 47.0u
MMN PAMUK UNKIS MR MtJtUOW.r x V-TWO-WAYWWONS M�cN
SPANT TAIBKAAYVADMmMW IN. MULLTOIN. 18 24 30 3e 42 49 53.125 54 GD
24 204. 2000 20.0 20.0 2000 20.0 �200 2000 2000
36 20O 200.0 200 200 200 "DO 200 200 200
48 200 20" 2000 2000 20.0 177.0 178.0 1751 157.660 200 200 200 200 IMI 1526 142.0 1401 126.177 20O 20MO 2000 175.1 150.1 1313 11&7 116.7 1061
ea 210 200 110.1.1. 154.1 128,7 1126 101.7 100.1 901 �
ss 2m0 197.0 157.6 1313 112.5 94.5 a9a 976 Tae 2"X 6"MULLION TWO-WAY MULLION DIAGRAMS
109 200 175.1 1x01 116.7 SOD.1 e7.6 79.1 77.8 700 ALUMINUM 6005-(5 •.
TRIBUTARY WIDTH_ �
TABLE NOTES:
L SEE SHEET i FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND S FOR TYPICAL INSTALLATION METHODS 6 CLIP bETAI S.
QUALIFIED ANCHOR CLIPS 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AM SPANS IS ALLOWED.
3. SEE THIS SHEET FOR SPEMW MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPEW!lC OLID DIMENSIONS.
5. ANCHORREQUIIfEMENTS:
•WOM#14 WOOD SCREWS
.
CAU;3/4'ITW TAPC(N S
0 0 0 0 -CONLRETE:1/4'ITWTAPO3NS
•METAL,11V SELF OAXLINb SCREWS(GRADE 5)
6. INSTALLATION SUBSTRATES:
•WOOD ANCHORS SHALL HAVE A M1Id.'EMBEDMENTOF i-ill'A EDGE DISTANCE OF Y.WOob SHALL BE MM S.G.=0.55.
•HCN.LOW.CMU ANCHORS SHALL:HAVE A MIN.EMBEDMENT OF 1-1/4.8 EDGE bISTANCE OF 2-1/2'.HOLLOW CMU SHALL BE MEDIUM
CONFORNM4&TO ASTM C 90.
o•CONCRETE61A APSL
NC1fM SHALL HAVE A MIII�THREADS PENETRATION BEYOND METAL'STRUCTURE.STEEL.SHALL BE NEM9EbMEW OF 1-3/41 a EDGEVSTANCE OF Z-Vr.CONCRETE SMALL BeR 1846(0.045
THICK)3 1 KSI YIELD.ALUMUWM SHALL BE MIN.1/B'THICK ALUMINUM 6063-T5.
0 0 0 0
2"X 4" X S 3/8" !CLIP `,��,,� S F � 4A. E�S+ l"11 .x •.x,�
ALUMINUM 6063-T6 "KWAL WOOL'
♦Q q44'•,.. �i� .�....�...,.....
.P,s`L!....
**MUST BE USED itd PAIRS ti:�t4' �.....�....... �
Hv HZ CLIPPED ALUMINUM TUBE MULIJONS
VERTICAL AND HORIZONTAL_
ION
CLCONFIGURATIONS
NE:SEE SHEET 3 FOROTSPECIFICIP TYPES AND DIMENSIONS.. �-
�y.c�;•s p`••' � 42 13 TJ ,� ` xunlxlfae+dors,n�c.
aawwrx m•e 7rcd�ratrA*EaP
A-0043 NS.S. �s, ,xm+or�a,�mx�r�aernx
30
ss w
xe
am am="mx 4.v TO F 11 v:
;l
EXAMPLES OF TWO-WAY MULLION ASSEMBUES EXAMPLESOF ONE-WAY MULLION ASSEMSUES
MULL
�---- MULL
---� SPAN I: r- - - --� SPAN
SPAN'L'
--fi
—'
W2.
MULL
L:J IU, Ll SPAN'L'
,W2.
IN I
-01
■
HORIZONTAL MULLION HORIZONTAL MULLION
TRANSOM OVER MULTIPLE UNITS MULTIPLE UNIT ASSEMBLY
VERTICAL MULLION HORIZONTAL MULLION
.Wir 'W2' SPAN' SPAN'L'
1 111 III
MULL
SPAN W
VERTICAL.MULLION
HINGED DOOR W/SIDELITE HORIZONTALMULLION HORIZONTAL MULLION
NOTES: ,� g,S F.tjr� ♦i♦
i,
}'�
�(( ..���i • •��^�� y! rYw iawr^�,.w: � ROI�OMS015
DRAWINSS ARE DIAGRAMMATIC IN NATURE AND CONFIGURATIONS NOT • �i�'�..0
SPECIFICALLY SHOWN MAY Of EXTRAPOLATED FROM THOSE SHOWN.
2. IF THE LOADING TYPE CANNOT BE DETERMINED,USE TWO-WAY *e *.• VE 0�1„�VPp ALUM
L MRIUM CONFlGUWONSS
ASSEMBLY CONFIGURATION VALUES.
3, FENESTRATION PRODUCTS SHALL BE ANCHORED AS APPROVED.
r �. �OR7C' We -
:�� ,y 4.•'` `�"
02/05/13 T H ! webwemx+s.aw
♦♦. �.+ 1� owrF-Av-OMKT rrea�nrx�rzor
�unmuunauNaars�e
w °"" amawtw "w 1111 OF 11 aev
398 East Dania Beach Blvd.
BUILDING DROPS Suite 338
A Perfect Solution in Every Drop Dania Beach, FL 33004
954.399.8478 PH
CertMcate of Authorization:29578 954.744.4738 FX
contact@buildingdrops.com
Product Evaluation Report
Of
Eastern Architectural Systems, Inc.
HVHZ Clipped Aluminum Tube Mullions
for
Florida Product Approval
FL# FL17472
Report leo. 3285
Florida Building Code 2010 & 5" Edition
Per Rule 61G20-3
Method: 1 —A (Certification)
Category: Windows
Sub—Category: Mullions
Product: HVHZ Clipped Aluminum
Tube Mullions
Material: Aluminum 6005-T5& 6063-T6
Prepared For:
Eastern Architectural Systems
10030 Bavaria Road
Ft Dyers, FL 33913
Prepared by: �•
Hermes F. Norero, P.H. �;'
7
Florida Professional Engineer#73778
Date: 02/27/15
Contents: 'i ••••.......••' ��
Evaluation Report Pages 1—4 NAL
Digitally signed by Hermes F.Norero,P.E. 14111��o�����` `.
Reason:I am approving this document Hermes F. Norero, P.E.
Date:2015.02.28 12:40:59-05'00' Florida No.73778 f.
BUILDING DROPS FL#: FL17472
A Perfect Solution in Every Drop Date: 02/27/15Report No: 3285
Certificate of Authorization:29578
Manufacturer: Eastern Architectural Systems,Inc.
Product Category: Windows
Product Sub-Category. Mullions
Compliance Method: State Product Approval Rule 61G20-3
Product Name: HVHZ Clipped Aluminum Tube Mullions
Scope: This is a Product Evaluation Report issued by Hermes F.Norero, P.E. (FL It 73778)for Eastern
Architectural Systems,Inc. based on Rule Chapter No.61G20-3, Method 1a of the State of Florida
Product Approval,Florida Department of Business and Professional Regulation-Florida Building
Commission.
Hermes F.Norero,P.E.does not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of
the product named herein.
This product has been evaluated for use in locations adhering to the 2010&5th Edition Florida
Building Code.
See Installation Instructions PA-0003,signed and sealed by Bermes F. Norero, P.E.(FL#73778)for
specific use parameters.
Limits of Use:
1. This product has been evaluated and is in compliance with the 2010&51h Edition Florida
Building Code,including the"High Velocity Hurricane Zone"(HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into
substrate material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product complies with
Section 1609.1.2 of the 2010&5th Edition Florida Building Code and does not require an
impact resistant covering. Individual window units must be impact rated where applicable. j
4. Site conditions that deviate from the details of drawing PA-0003 require further engineering
analysis by a licensed engineer or registered architect.
S. All configurations shown in installation instructions PA-0003 have been qualified as required
by section 1715.5.5 of the 2010 FBC and section 1710.5.3 of the 51h Edition FBC.
6. See Installation Instructions PA-0003 for size and design pressure limitations.
F
Hermes F. Norero, P.E.
Florida No.73778
Page 2 of 4
f BUILDING DROPS FLM FL17472
A Perfect Solution in Every Drop Date: 02/27/15
Report No: 3285
Certificate of Authorization:29578
Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the
Florida Building Code and Rule 61G20-3 for manufacturing under a Certification
Agency through Keystone Certifications,Inc.(FBC Organization#,:CER1523).
Referenced Code Sections:
1. 1715.5.5 of the 2010 FBC
2. 1710.5.3 of the 51'Edition FBC
Referenced Data:
1. Product Testing performed by:
Certified Testing Laboratories
(FBC Organization M T5T1577)
Report M CTLA 301OW-,4 Report Date:07/18/14
Report M CTLA 3010W-4A Report Date:07/18/14
Report M CTLA 301OW-5 Report Date:07/18/14
Report#:CTLA 301OW-5A Report Date:07/18/14
Report M CTLA 301OW-6 Report Date:07/18/14
Report#:CTLA 3010W-6A Report Date:07/18/14
Report#:CTLA 301OW-7 Report Date:07/18/14
Report M CTLA 3010W-7A Report Date:07/18/14
Report#:CTLA 301OW-8 Report Date:07/18/14
Report#:CTLA 301OW-8A Report Date:07/18/14
Report#:CTLA 301OW-9 Report Date:07/18/14
Report M CTLA 3010W-9A Report Date:07/18/14
2. Certification Agency
Keystone Certifications,Inc.
(FBC Organization#:CER1523)
T'
J
Hermes F. Norero, P.E.
Florida No.73778
Page 3 of 4
BUILDING DROPS FL#: FL1747Z
A Perfect Solution In Every Drop Date: 02/27/15
'Certificate of Authorization:2957$ Report No: 3285
installation: 1. Approved anchor types and substrates are as follows:
A. For two by(2X)wood frame substrate,use#14 Wood Screw type wood frame anchors of
sufficient length to achieve minimum embedment of 1.50"into wood framing.
B. For concrete or masonry substrate where one by(1X),non-structural,wood bucking is
employed,use 1/4"diameter ITW Tapcon type concrete screw anchors of sufficient
length to achieve minimum embedment of 1.25"into concrete or masonry.
C. For concrete or masonry substrate where wood bucking is NOT employed,use 1/4"
diameter ITW Tapcon type concrete.screw anchors of sufficient length to achieve
minimum embedment of 1.25"into concrete or masonry.
D. For metal stud substrate,use 1/4"Grade 5 self-drilling screw type metal frame anchors
of sufficient length to achieve a minimum three threads penetration beyond metal
structure.
Refer to Installation Instructions(PA-0003)for anchor locations,design load tables,and further
details of the installation requirements.
Design Pressure:
See drawing PA-0003 for mullion desing pressure tables,mullion profiles,and installation details.
s
Hermes F.Norero, P.E. ;
Florida No.73778 '
Page 4 of 4