HomeMy WebLinkAboutProduct Approval MullionsFL #
FL21648-R3
Application Type
Revision
Code Version
2020
Application Status
Approved
Comments
Archived
Product Manufacturer Eastern Architectural Systems
Address/Phone/Email 16341 Domestic Ave.
Ft. Myers, FL 33912
(800)432-2204 Ext4305
easengineering@easternmetal.com
Authorized Signature James Flesher
easengineering@easternmetal,com
Technical Representative Jim Flesher
Address/Phone/Email 10030 Bavaria Rpad
Fort Myers, FL 33913
(800) 432-2204
jflesher@easternmetal.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
Product Approval Method
Method 1 Option A
Date Submitted
Date Validated
10/24/2020
02/23/2021
Date Pending FBC Approval
Date Approved 02/28/2021
Summary of Products
FL #
Model, Number or Name
Description
21648.1
176 HVHZ X-Mullion
176 HVHZ X-Mullion
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL21648 R3 C CAC 622-109 QRO-l.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
06/06/2023
Design Pressure: N/A
Installation Instructions
Other: See drawing charts for mullion size, configuration and
FL21648 R3 II 08-02951A.pdf
design pressure
Verified By: Luis R. Lomas, P.E. 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL21648 R3 AE 513791A.odf
Created by Independent Third Party: Yes
21648.2
176 HVHZ T-Muilion
176 HVHZ T-Mullion
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL21648 R3 C CAC 622-108 QRO.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
06/06/2023
Design Pressure: N/A
Installation Instructions
Other: See drawing charts for mullion size, configuration and
FL21648 R3 II 08-02950A.Ddf
design pressure
Verified By: Luis R. Lomas, RE, 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL21648 R3 AE 513790A.pdf
Created by Independent Third Party: Yes
21648.3
176 HVHZ Vertical/Horizontal Mullion
176 HVHZ Vertical/Horizontal Mullion
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL21648 R3 C CAC 622-107 QRO.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
06/06/2023
Design Pressure: N/A
Installation Instructions
Other: See drawing charts for mullion size, configuration and
FL21648 R3 II 08-02952A.pdf
design pressure
Verified By: Luis R, Lomas, RE, 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL21648 R3 AE 513792A.pdf
Created by Independent Third Party: Yes
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy 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 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 here
Product Approval Accepts:
M go of
Credit Card
Safe
C6RTIFICpT10N5, INC ZZ
.
Document Title:
Structural Performance
(�
V ertification
Authorization Report
Doc No: FIRM B1-02
Rev No:
Page: 1 Of: 1
Required By: PRO B1.03
CAR &Product ID Number
Issue Date:
Revision Date:
Expiration Date:
Company Code:
622 - 107.0
12/29/2016
5/27/2020
2023
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:
Eastern Architectural Systems
16341 Domestic Ave
Fort Myers, FL 33912
USA
Product Information:
Model: 176 HVHZ Vertical/Horizontal Mullion
Operator Type: Mull
Config: No Reinforcement
Max Width
Max Height:
See Table
See Table
Referenced Standard:
Product Rating:
AAMA 450-10 & PA/TAS 201/202/203
See Appendix 1 Load Tables and Impact Ratings
Qualifying Test Information:
Test Report JNNCTL-210-4032-1
Test Report Expirat6/6/2023
Authorized Signature: Keystone Certifications, Inc.
2020.05.27 145 Limekiln Rd. Suite 100B
New Cumberland, Pennsylvania 17070
16#641:48-04'00' Phone: 717-932-8500
Fax: 717-932-8501
W W W.KEYSTONECERTS.COM
CEYSToN, Appendix 1 CAR No: 622.107.0
�e��' !� �^�. ■ ■ Expiration Date: 06/06/2023
Eastern Architectural Systems
10030 Bavaria Road
Fort Myers, FL 33913
Load Tables for the:
176 HVHZ Vertical/Horizontal Mullion
DESIGN PRESSURE RATING (psf)
(Design pressures are positive and negative)
Mullion
Tributary width
(in)
span (in)
24.00
30.00
36.00
42.00
48.00
54.00
60.00
66.00
72.00
36.00
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
42.00
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
48.00
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
54.00
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
" 60.00
150.0
150.0
150.0
137.7
128.1
122.7
120.9
120.9
120.9
66.00
150.0
143.1
123.3
110.0
101.1
95.3
92.0
90.9
90.9
72.00
145.4
118.9
101.8
90.2
82.2
76.6
72.9
70.7
70.0
78.00
123.2
100.4
85.6
75.4
68.2
63.1
59.4
57.0
55.5
84.00
105.7
85.9
73.0
64.1
57.7
53.0
49.6
47.1
45.4
90.00
91.8
74.4
63.1
55.2
49.5
45.2
42.1
39.7
38.0
96.00
80.4
65.1
55.1
48.1
42.9
39.1
36.2
34.0
32.3
102.00
71.1
57.5
48.5
42.2
37.7
34.2
31.5
29.5
27.9
108.00
63.3
51.1
43.1
37.4
33.3
30.2
27.7
25.8
24.3
114.00
54.2
43.8
36.9
32.1
28.6
25.9
23.9
22.2
21.0
120.00
46.4
37.4
31.5
27.4
1 24.3
22.0
20.2
18.8
17.7
Impact Ratings
PA/TAS 201/203 - Large and Small Missile Impact Rated Up to Wind Zone 4 and HVHZ
Keystone Certifications, Inc. 145 Limekiln Rd, Suite 100E New Cumberland, PA 17070
Phone; 717.932.8500
www.keystonecerts.com
NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ,
2, WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO
STRUCTURE, FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3, ALLOWABLE STRESS INCREASE OF 6/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT
SHOWN HEREIN, WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR
CALCULATIONS,
4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS,
5, DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO
MULLION, WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL
6, SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING.
WINDOWS ATTACHED TO MULLION MUST HAVE SEPARATE APPROVAL,
7. DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN
PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW OR DOOR UNIT.
B. UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE UNIT WIDTH AND
HEIGHT ARE NOT EXCEEDED AND MULLION IS ANCHORED AS SHOWN HEREIN.
9, MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED IN HORIZONTAL
APPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED AND
MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT,
SHEET N0.
1 I NOTES
TABLE OF CONTENTS
DESCRIPTION
2 APPROVED CONFIGURATIONS AND CHART
— 5 INSTALLATION DETAILS
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED CUP 08/20/19 R.L
ANCHORING NOTES:
1. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT. LOCATE ANCHORS AS
SHOWN IN INSTALLATION DETAILS,
2. FOR ANCHORING INTO CONCRETE USE 3/16" TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE
A 1 3/4" MINIMUM EMBEDMENT WITH 2 1/2" MINIMUM EDGE DISTANCE, LOCATE ANCHORS
AS SHOWN IN INSTALLATION DETAILS.
3. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL.
LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS,
4. FOR ATTACHING WINDOW UNITS TO MULLION USE #10 SELF DRILLING SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE
MULLION WALL LOCATE SCREWS IN ACCORDANCE WITH WINDOW ANCHORING SCHEDULE AS
SHOWN IN WINDOW SEPARATE APPROVAL,
5. ALL FASTENERS TO BE CORROSION RESISTANT,
6. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI,
C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR
GREATER).
D. METAL STRUCTURE: STEEL 18GA, 33KS1 OR ALUMINUM 6063—T5 .058" THICK MINIMUM
7. TO ATTACH MULLION TO CLIP USE (4) #10 x 1 1/4" SELF DRILLING SCREWS PER CLIP.
SCREWS MUST BE FIELD INSTALLED.
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176 HVHZ VERTICAL/HORIZONTAL MULLION
LARGE AND SMALL MISSILE IMPACT
NOTES
V.L.
scALE NTS DATE 09/15/16
REV
OS-02952 A
SHEEi1 QF 6
L ROBERTO LOADS P.
7432 WOODFORD RO LEW/SVlLLE, NO 27023
4346B8-0609 AlomasC�lAomaspe.com
SIGNED: OB/20/20 i9
C OV`/
v •��C+ENS�•q��;o
VIVO
�7 VIVO
TAf(TE OF
Luis
R. Lomas P.E.
FL No.: 62514
145 1/4"
COMBINED WIDTH
W1-jr--W2
10�/�/ WINDOW
FRAME WINDOIA WINDO14
HEIGHT
(MULLION
SPAN)
W1--�1-W2-
145 1/4"
L::-COMBINED WIDTH
145 1/4"
COMBINED WIDTH
W1-j�W2
FRAME
HEIGHT
WINDOW
WINDOW
(MULLION
SPAN)
//�
145 1/4"
COMBINED WIDTH
W1
W2
WINDOW
WINDOW
WINDOW
145 1/4"
COMBINED WIDTH
W1---j - W2
/WINDOW l
WINDOW
/ d�
Design pressure rafing (pso
positive and negative
Mullion
Tributary width (in)
span (in)
24.00
30.00
36.00
42.00
48.00
154.00
60.00
66.00
72.00
36.00
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
4200
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
48.00
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
54.00
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
60.00
150.0
150.0
150.0
137.7
128.1
122.7
120.9
120.9
120.9
66.00
150.0
143.1
123.3
110.0
101.1
95.3
92.0
90.9
90.9
72.00
145.4
118.9
101.8
90.2
82.2
76.6
72.9
70.7
70.0
78.00
123.2
100.4
85.6
75.4
68.2
63.1
59.4
57.0
55.5
84.00
105.7
85.9
73.0
64.1
57.7
53.0
49.6
47.1
45.4
90.00
91.8
74.4
63.1
55.2
49.5
45.2
42.1
39.7
38.0
96.00
8057
65.1
55.1
48.1
42.9
39.1
36.2
34.0
32.3
102.00
71.1
57.5
48.5
42.2
37.7
34.2
31.5
29.5
27.9
108.00
63.3
51.1
43.1
37.4
33.3
30.2
27.7
25.8
24.3
114.00
542
43.8
36.9
32.1
28.6
25.9
23.9
22.2
21.0
120.00
46.4
37.4
31.5
27.4
24.3
22.0
20.2
1 18.8
17.7
W1-II-W2
145 1/4"
COMBINED WIDTH
145 1/4"
COMBINED WIDTH
W1- II rW2
// p//
WINDOW < 1'NDOW
145 1/4"
COMBINED WIDTH
W1
r-W2
WINDOW
WINDOW
g
WINDOW
APPROVED CONFIGURATIONS
W1I-W2-
145 1/4"
COMBINED WIDTH
REVISIONS
I REV I DESCRIPDON I DATE I APPROVED
A I REVISED CUP 108/20/19 ( R.L.
DESIGN PRESSURE TABLE INSTRUCTIONS:
1. DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE
CHAPTER 16.
2. DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON
PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY
WIDTH.
3. LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT
THE INTERSECTION OF ROW AND COLUMN CONTAINING THE
MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE
MULLON RATING FOR PRODUCT IN STEP 2. MULLION RATING
MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN
PRESSURE OBTAINED IN STEP 1.
TRIBUTARY WIDTH = W1 + W2
2
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LARGE AND SMALL MISSILE IMPACT
APPROVED CONFIGURATIONS AND CHART
DRAWN: Dwc No.
V.L. 08-02952
SCALE NTS °^TE 09/15/16 1SHEEf2 OF 6
L ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE, NC27023
434-688-0609 rllcmasL&Momaspe.com
SIGNED: 0812012019
0\ 1R I I IL/Or�/
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0,,61251
5`0 T((,ATT�E OF ;
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Luis R. Lomas P
FL No.: 62514
:i3•l
A (REVISED CLIP
MULLION
CLIP
Q
MULLION
CLIP
/ WOOD SCREW
REVISIONS
DESCRIPitON
MULLION
DATE APPROVED
OB/20/19 R.L
ANGLE #10
WOOD SCREW
WOOD FRAMING 1 3/6 WOOD FRAMING 1 3/8"
OR 2X BUCK MIN OR 2X BUCK MIN
BY OTHERS EMBEDMENT BY OTHERS EMBEDMENT
VERTICAL MULLION WITH CLIP DETAIL VERTICAL MULLION WITH ANGLE DETAIL
1/2" MIN, WOOD FRAMING OR 2X BUCK INSTALLATION 1/2" MIN, 1/2" MIN. WOOD FRAMING OR 2X BUCK INSTALLATION 1/293 MIN.
EDGE DISTANCE SILL SHOWN -HEAD SIMILAR EDGE DISTANCE EDGE DISTANCE SILL SHOWN -HEAD SIMILAR EDGE DISTANCE
SIGNED: 0812012019
EASTERN ARCRRECRIRAL SYS,EMS \\IIII11
Eastern EASRNryOF
TEAL SUPPLY \\\S R. [Q��//,/
1Bb1 DOMESiiCAVE `N J� E ��-^�
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176 HVHZ VERTICAL/HORIZONTAL MULLION azr
_ *• 0 51
LARGE AND SMALL MISSILE IMPACT �00 5 �`
INSTALLATION DETAILS -'�1 • TAT OF
eoeso
DRAWN: DWG No. REV 'cFs'ciaRlaP
SCALE NTS DATE 09/15/16 08 So�T32 OF 6 A //��%/�0NAL,SN\`�
L ROBERTO LOMAS AE' LUIS R. Lomas
1432 WOODFORD RD LEWISVILLE, NO 27023 FL No.: as P.E.P
434-688-0609 lllomasOltiomasoe.com
METAL
STRUCTURE
BY OTHERS
CLIP
\, •
0
`"I
14
0 0
MS OR
)RILLING
METAL
STRUCTURE
BY OTHERS
REVISIONS
REV
DESCRIPTION
DATE
APPROVED
A
REVISED CLIP
03/20/19
R.L
v1S OR
)RILLING
VERTIMETAL STRUCTTURINSTALLATION l DETAIL METAL STRUCTURE I INSTALLATION
ETAIL
3/4" MIN. SILL SHOWN -HEAD SIMILAR 3/4" MIN. 3/4" MIN. SILL SHOWN -HEAD SIMILAR 3/4" MIN.
EDGE DISTANCE EDGE DISTANCE EDGE DISTANCE EDGE DISTANCE
SIGNED: 0812012019
EASTERN ARDIMONRAI SYSTEMS
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18 i DOME =AVE \\ _\� ' . •ry� �j
FDRT MYERS,FLM912 V
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LARGE AND SMALL MISSILE IMPACT
INSTALLATION DETAILS �1oOF
DRAWN: owD No. REV %�'cFs'c�pjt>OP Gee\��
SCALE NTS DATR 09/15/16 OS 50�42 OF 6 A //;is/ONAI,006 E�\\`�
L ROBERTO LOMAS P.E L415 R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE, NC 27023
434-688-0609 rllomas@lrlomaspe.com FL NO.: 62514
CLIP
•
loll
SIN
MULLION
CLIP
CONCRETE
/MASONRY
STRUCTURE
BY OTHERS
� a
Q'
VERTICAL MULLION WITH CLIP DETAIL
CONCRETE/MASONRYINSTALLATION
2 1/2 pr MIN. SILL SHOWN - HEAD SIMILAR
EDGE DISTANCE
ANGLE
3/1 6" TAPCON CONCRETE
/MASONRY
STRUCTURE
BY OTHERS
1 1/4
MIN ° " '
EMBEDMENT °
2 1/2" MIN
EDGE DISTANCE
2 1/2" MIN,
EDGE DISTANCE
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED CLIP 08/20/19 R.L
MULLION
MULLION
ANGLE
- a a
a
a
VERTICAL MULLION WITH ANGLE DETAIL
CONCRETE/MASONRYZNSTALLATION
SILL SHOWN -HEAD SIMILAR
ElSTERN ARCHIiECNRHLSYSTEM3
�� Eastern EASTERN METAL surc�v
.4 18 U WMES, I =1
F-0RT MYERS. FL 99912
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176 HVHZ VERTICAL/HORIZONTAL MULLION
LARGE AND SMALL MISSILE IMPACT
INSTALLATION DETAILS
DRAWN: DWG NO. REV
V.L. 08-02952 A
scA E NTS DATE 09/15/16 SHEET55 OF 6
L. ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE NO 27023
434-688-0609 AlomasCa (rinmasDe.cam
3/16" TAPCON
.. 1 1/4 pp
MIN
EMBEDMENT
I. a
2 1/2" MIN
EDGE DISTANCE
SIGNED: OS/20/2019
1R I IC�O��i,,,
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TAffTE OFmass N
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n�u �r �aN i ewau REVISIONS
INO.: PART NUMBER I DESCRIPTION I MANUFAcruRERI MATERIAL REV DEscPiPTIV DSTE APPROVED
1 56372 WCUP SAPA ALUMINUM6063-T6 a I REw-Ec CLIP 08j 20/i9 1 RL,
3 156371
X 3"TUBE MULLION
5/16"
i 1/4'X3"TUBE MULLION
ALUMINUM 6063-7`6.125" THICK
EFFECTIVE MOMENT OF INERTIA: 3,050 IN"4
EFFECTIVE SECTION MODULUS: 1.008INA3
tG 7ji6`
[(P[i�F�3ij
ANGLE
ALUMINUM 6063-T6.125"THICK
CLIP
ALUMINUM 6063-T6.125"THICK
j}1G X 1" PH
ELE DPILLIN S'�'REW
Lr�ATE ANCHORS PER
NINDOVV/DC)Or ANCHOR
SCHEDULE
WINDOW EP.AhAE
REFEPENCE ONLY
AdULLIOW SELP DRILLING SCREW
LOCATE ANCHORS PER
WIMI)OW/DOOF.ANCHOR
SCHEDULE
WINDOW TO MULLION INSTALLATION DETAIL
WINDOW FRAME SHOWN FOR DETAIL PURPOSES ONLY
MULLION IS NOT LIMITED TO THIS PRODUCT
EnStEAt! AItCMm26NRA4 5Y5TpM9
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�176 HVHZ VERTICAL/HORIZONTAL MULLION
LARGE AND SMALL MISSILE IMPACT
COMPONENTS
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V.L. 08-02952
' E NTS DATE 09/15/16 jHEET 6 OF 6
L ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE, NC27023
434-688-0609 rJ1bmasplr1cmaspa.mm
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REFERENCE ONLY
INTERIOR
EXTERIOR
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Luis R. Lomas P.E.
FL No.: 62514
L. Roberto Lomas P.E.
1432 Woodford Road
Lewisville, NC 27023
434-68&0609
Rllomas@lrlomaspe, com
Manufacturer: Eastern Architectural System
16341 Domestic Ave.
Fort Myers, FL 33912
Engineering Evaluation Report
Product Line: 176 HVHZ Vertical/Horizontal Mullion, Large and Small Missile Impact
Report NO.: 513792A
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 G20w3.005 method 1(a). The product listed
herein complies with requirements of the Florida Building Code.
Supporting Technical Documentation:
1. Approval document: drawing number 08-02952 Revision A prepared, signed and sealed by Luis Roberto Lomas
P.E.
2. Test report No.: NCTL 2104032-01 signed and sealed by Gerard J. Ferrara, P.E.
National Certified Testing Laboratories, York, PA
TAS 201-94 Large Missile Impact Test, Level D, Wind Zone 4, Mullion impacted with #2 SYP 2x4, 96 1/2"
long, 91bs at 50 ft/sec.
TAS 202 -94 Uniform Static Air Pressure, ±48.Opsf design pressure, 16.5psf water penetration.
TAS 203-94 Cyclic Pressure loading ±48.Opsf design pressure
3. Mullion analysis with Anchor calculations, report number 513792-1, per AAMA 450-10 option 1, prepared,
signed and sealed by Luis Roberto Lomas P.E.
Limitations and Conditions of use:
• Maximum design pressure: Refer to charts in approval document
• Maximum mullion height: 120"
• Maximum single fenestration width: 72"
• 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.
• Mullion material to be extruded Aluminum 6063J6.
• Clip material to be extruded Aluminum 6063-T6.
• Fenestration units attached to mullion must have their own separate approval.
• Vertical units may be mulled indefinitely as long as maximum unit size is not exceeded.
• Design pressure of mulled units shall be controlled by the lesser design pressure of the assembly components;
the mullion or the individual units.
lnstallafion:
Units must be installed in accordance with manufacturer's installation instructions and approval document, 08-02952,
Revision A.
Certification of Independence:
Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the
products) 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). \\� S R . *L
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Luis R. Lomas, P.E.
FL No.: 62514
08/20/2019