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4Product Approval
USER: Public User
Product Approval Menu > Application Detail
FL # FL17472-R4
Application Type Revision
Code Version 2017
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
0
Product Manufacturer Eastern Architectural Systems
Address/Phone/Email 16341 Domestic Ave.
Ft. Myers, FL 33912
(800)432-2204 Ext 4305
jflesher@easternmetal.com
Authorized Signature James Flesher
jflesher@easternmetal.com
Technical Representative
Timothy J. Hoard
Address/Phone/Email
10030 Bavaria Road
Fort Myers, FL 33913
(800) 432-2204 Ext 4314
thoard@eastemmetal.com
Quality Assurance Representative
Address/Phone/Email
Category
Windows
Subcategory
- Mullions
Compliance Method
Certification Mark or Listing
Certification Agency Keystone Certifications, Inc.
Validated By Keystone Certifications, Inc.
Referenced Standard and Year (of Standard) Standard Year
AAMA 450 2010
TAS201 1994
TAS202 1994
TAS203 1994
Equivalence of Product Standards
Certified By
bttpa:/hwww.foridabuilding.org/pripr_app _dtl.aspx7pawn=wGEVXQMDgICUGgvjQiz6AvC%2bOtoUJS%2fyzYXcYzpIRIH6cgMp.5HGw°h3d%3d[1/24/2020 2:51:57 PMI
Honda Building Code Online
Product Approval Method Method 1 Option A
Date Submitted 10/01/2019
Date Validated 10/02/2019
Date Pending FBC Approval
Date Approved 10/09/2019
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
Certification Agency Certificate
Approved for use in HVHZ: Yes
EL17472 R4 C CAQ662-104 COR2 Ddf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
09/22/2021
Design Pressure: N/A
Installation Instructions
Other: See drawing set for mullion size, angle and design
FI 17472 R4 II PA -0004 HVHZ Mulls SS 2019-09-13 odf
Verified By: Hermes F. Norero, P.E. 73778
pressure rating
Created by Independent Third Party: Yes
Evaluation Reports
F117472 R4 AE EER6414 SS 2019-09-1l
.pd
Created by Independent Third Party: Yes
17472.2 HVHZ Clipped Aluminum Tube Mullion
HVHZ Clipped Aluminum Tube Mullion Vertical, Horizontal, T
and X Configurations
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FI 17472 RA C CAC EAS 6 -101 AR PDF
Approved for use outside HVHZ: Yes
FI 17472 R4 C CAC FAS 622-102CAR.PDF
Impact Resistant: Yes
FL17472 R4 C CAC EAS 622-103CAR PDF
Design Pressure: N/A
FL17472 R4 C CACAS 622-105CAR. PDF
Other: See drawing set for mullion size, configuration and
FL17472 R4 C CAC EAS 6-106CAR.PDF
design pressure rating
Quality Assurance Contract Expiration Date
07/18/2021
Installation Instructions
FL17472 R4 II PA -0003 SS 2018 -02 -14 -fid
Verified By: Hermes F. Norero, P.E. 73778
Created by Independent Third Party: Yes..
Evaluation Reports
FL17472 R4 A P R5505 SS 2018-02-14 odf
Created. by Independent Third. Party: Yes --
Contact U=_ :: 2601 Blair atone Road. JollghDssee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Cnnyf'aht 2007-7013 State of Florida :: Pr vary Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mall. 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 deals
provided may be used for official communication with the licensee. However small 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 her€.
Product Approval Accepts:
rot., M ErTEtI -.sq..
"710
hops /Avww.11oridnbuilding.org/pr/pr Rpp,,, dd.nsp?panes-= vGEVXQ,,tD,tCUGgvjQiz6A,C%2681.UJ5%2fyzYXcYzplRl116cgNipe5HGw%3d%3,1[1/24Y2O2O2:51:57PI lI
it
Document Title:
Structural Performance
Doc No: FIRM B1-02
Rev No: 7
Page1 Of: 1
STON
c.
Certification
622
W
Max Height: See Table
Authorization Report
Required By: PRO B1-03
CAR & Product ID Number: 622 - 103.0
Issue Date:
1/16/2015
Revision Date:
2/16/2018
Expiration Date:
7/18/2021
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 beverified atwww.keystonecerts.com.
Licensee Information:
Product Information:
Eastern Architectural Systems
Model: 1"x4" Aluminum Mullion H/V/T/X
16341 Domestic Avenue
Operator Type: Mull
Fort Myers FL 33912
Config: No Reinforcement
Max Width: See Table
Max Height: See Table
Referenced Standard: Product Rating:
AAMA 450-10 & PA/TAS 201/202/203 See Appendix 1 Load Tables and Impact Ratings
Qualifying Test Information:
Test Rep7No:CTLA-3010W-8A/9A
Test Report Exp7/18/2021
Authorized Signature:
Keystone Certifications, Inc.
2018.02.1 6 145 Limekiln Rd. Suite 100B
New Cumberland, Pennsylvania 17070
11:10:21 -05'00' Phone: 717-932-8500
Fax: 717-932-8501
W Ww.KEYSTONECERTS.COM
>KE.YSTONE
Appendix 1 CAR No: 622-103.0
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
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
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
Keystone Certifications, Inc. 145 Limekiln Rd, Suite 1008 New Cumberland, PA 17070
Phone: 717.932.8500
www.keystonecerts.com
MLDING DROPS
A Perfect Solution in Every Prop)
CurtiRrlle ut Mithnrizallan: L97713
398 East Dania Beach Blvd.
Sulte 338
Dania Beach, R 33004
954.399,8478 PH
954.744.4738 EX
ca]nfacC n 6ulldingdropRt:.com
vP'otiw.vori
Of
Eastern Architectural Systems
HVHZ Clipped Aluminum Tube Mullions
for
Florida Product Approval
B�t��i'aa'aaa: 1�9a�d knaa�r�j
6th Edition (2017) Florida Building Code
Method:
Category:
Sub — Category:
Product;
Nlaterial;
1— A (Certification)
Windows
Mullions
HVHZ Clipped Aluminum
Tube Mullions
Alutninum 6005 -TS & 6063-T6
Prepared for:
F_a siern Architeci:urai -Sy terns
1.0634.1 Drjmcastk Ave.
F9 IVlyors, FI. 3?.912
Prepared by:
W'VI—rae:5 r hlcrrc�ro' 11.F.
Floc Id i ProfessiRnal Fngineer It 73778
Pate: 02/06/18
UnA cm[s:
I-VaIllM1011 Report Patles 1 —4
OIgIg01Y alpnod by HVUem F. FWmro, P.E.
Ree;,ou: I am epprovlory Ihls 600191e01
Dido; 2018.02.14 15:47:48-06'00'
``111 N111 trill///
-Z'0
/1sVr 7F
ier I s1l!rlJJljj1`o P, C'
Florida No. 73778
//l\\)
BULDING DROPS
A Perfect Solution in Every Drop!
Cettllicate of lwthorizatfon: 29578
Manufacturer: Eastern Arch!toctural Systems
Product Category: Windows
Product Sub -Category: Mullions
Compliance Method: State Product Approval Method 17
Product Name: HVHZ Clipped Aluminum Tube Mullions
FL#;FL17472
Date: 02/06/1B
Report No: 5505
Scope: This is a PI'oilUCt EVaktaGon Repurt issued by Hermes f-. Norero, PJF. (PL It 731713) for Eastern
Architectural Systems based on Met;h_ocl la of the State of Florida Product Approval, Florida
Department of 3usiness and Professional Regulation - Florida Building Commission.
Limits of Use:
Iierrnes F. Norero, P.E. does not have not will acquire financial interest in Ute comftany
manufacturing or dMi'ibuting 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 611' Edition (2017) Florida
Building Code
See Installation 115Tructions PA -0003, signed and sealed by Hermes F. Norero, P.F. (FL 1173775) for
specificu5e paramelers.
1, TIUs product has been evaluated and Is in compliance with the 6"I' Edition (2017) Florida
Building Code, includimp, the "High Velocity Hurricane Tone" (FIVI-IZ)_
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment iota
substrate material shall be beyond wall dressing or.stt:cco.
3. When used in areas requiring wind borne debris protection this product complies with
Chapter 16 of the 6!" Edition (2017) Florida Building Cecil, and does not require an impact
resistant covering. Individual window units must be impact rated where applicable.
4. Site conditions that deviate from the details of drawing PA -0003 require further engineering
analysis by a licensed engineer or registered architect.
5. All configuration, shown In !n5iallatlon hnstluct!ons PA -0003 have bean quali`ied as required
by Section 1709.(1 of the 0"' EdifiOn (2017) Florida Building Code,
6. See Installation Instructions PA -0003 for size and design pressure !imitations.
Ifermts F. Norero, P.F.
Floricla No. '/37715
Page 2 of 4
MWING DROPS
A Perfect Solution in Every Dropl
Cei f Iluite of AUrrnrizntlon: 29679
Certification Agency:
Referenced Code Sections:
Referenced Data:
Ft.#: FL17472
Date: a2/06/18
Report No: 550
The manufacturer has demonstrated compliance of products In accordance with the
Florida Building Code for manufacturing Under Certification Agency through
Keystone Certifications, Inc. (I°BC Organization It: CER1523).
1, 1709.8 of the 6"T Edltlon (2017) 1 B
1. Product Testing performed by:
Certified Testing Laboratories
(FBC Organization W l S 11577)
Report ii: CFLA 3010W-4
RepoFt Date: 07/18/14
Report It: CTLA 3030W -4A
Report Date: 07/18/14
Report it: Cfl.A 101oW-5
Report Data: 07/18/14
Report u: CTLA 301OW-SA
Report Date: 07/18/14
Report W C"I LA 301OW-6
Report Date: 07/18/1.4
Report if: CTLA 3010W -5A
Report Datc;: 07/:18/1.4
Report P: CTLA 3010W-7
Report Date: 07/18/14
Report 1); CTLA 3010W -7A
Report Date: 07/1.8/14
Report M CTLA 3010W-8
Report Date: 07/18/14
Report it: CTLA 301OW-8A
Report Date, 07/18/14
Report 0; CTLA301OW-9
Report Date: 07/18/14
Report if: CTLA 301 OW -9A
Repott Dale: 07/18/14
TAS Reports Signed and Sealed
by: Ramesh Patel, PE 20224
2, Certification Agency
Keystone Certifications, Inc.
(FBC: Organization if, CE111523)
Her 6 Norero, P,F.
Itorida No. 73778
Page 3 Of)
BMWING Itchlfdu„d'PS Ft.#:FL17472
A Perfect Solution in Every Drop] Date: 02/06/113
Cc�tlliGlle o(Aut6m irarion: 29575 Repoli NO: 5505
Installation: 7. Approved anchor types and substitutes are as follows:
A, For two by (2X) wood frame SUb4trate, use H14 Wood Screw type wood frame anchors of
suf fent length to achieve minimum embedmentof 1.50" into wood framing.
B. Por concrete or masonry suubsti are where one by (1X), non-structural, wood bricking Is
employed, use 1/4" diameter FEW Tapeon type concrete screw andnors of sufflClern
length to achieve minimum embedrnent of 1.25" into concrete or masom'y,
C. For concrete or masonry substrate where wood bucking is NOT employed, use 1/4"
diameter ITW Tapcon type coirrrete screw anchors of sufficient length to achieve
min6nurn 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 nurninum three threads penetration beyond metal
.structure.
Refer to installation Instructions (PA -0003) for anchor locations, design load tables, and further
details of the Installation requiren eats
Design Presscn'e:
See drawing PA -0003 for mullion desing pressure tables, mullion profiles, and installation details.
Bermes P. Norero, P.E.
Florida No. 73779
Page 4of4
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