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Product Approval Menu>Product or Application Search>Application List>Application Detail ��`°,��V
FL# FL17288-R2
Application Type Revision MAY 0 3 2019
Code Version 2017
Application Status Approved ST. Lucie County, Permitting
Comments
Archived ❑
Product Manufacturer Eastern Architectural
stem
Address/Phone/Email 16341 Domestic, v
Ft.Myers,FL 33912e.
LE
(800)432-2204 Ext 4305
jflesher@easternmetal.com
Authorized Signature James Flesher
jflesher@easternmetal.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
CategoryWindows
Subcategory Mullions
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
El Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Luis R. Lomas
the Evaluation Report
Florida License PE-62514
QualifyAssurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2019
Validated By Steven M. Urich,PE
0 Validation Checklist-Hardcopy Received
Certificate of Independence FL17288 R2 COI FLCOI.Ddf
Referenced Standard and Year(of Standard) StandardYear
AAMA 450 2010
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 01/11/2018
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvOQpGQvtVmPQuO... 5/3/2019
Florida Building Code Online Page 2 of 2
7 5
Date Validated 01/19/2018
Date Pending FBC Approval 01/23/2018
Date Approved 04/10/2018
Summary of Products
FL# Model,Number or Name Description
17288.1 176 T Mullion-Impact 176 T Mullion-Impact
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17288 R2 II 08-02425B .odf
Approved for use outside HVHZ:Yes Verified By: Luis R.Lomas,P.E.62514
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other: FL17288 R2 AE 513178B.odf
Created by Independent Third Party:Yes
17288.2 176 Vertical Cross Mullion-Impact 176 Vertical Cross Mullion-Impact
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17288 R2 II 08-02426B .Ddf
Approved for use outside HVHZ:Yes Verified By: Luis R. Lomas,P.E. 62514
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other: FL17288 R2 AE 513179B.odf
Created by Independent Third Party:Yes
17288.3 176 Vertical Mullioin-Impact 176 Vertical Mullioin-Impact
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17288 R2 II 08-02258B .odf
Approved for use outside HVHZ:Yes Verified By: Luis R.Lomas,P.E. 62514
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other: FL17288 R2 AE 513002B.odf
Created by Independent Third Party:Yes
Back Ne#
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
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 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:
Credit Card
safe
https:Hfloridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQWtDgvOQpGQvtVMPQuO... 5/3/2019
41
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 06/23/15 R.L.
B REVISED PER NEW REQUIREMENTS 01/10/18 R.L.
NOTES: ANCHORING NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH 1. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE. SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT. LOCATE ANCHORS AS
2. WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO SHOWN IN INSTALLATION DETAILS.
STRUCTURE. FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 2. FOR ANCHORING INTO CONCRETE USE 3/16" TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE
3. ALLOWABLE STRESS INCREASE OF 6/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT A 1 3/4" MINIMUM EMBEDMENT WITH 1 1/4" MINIMUM EDGE DISTANCE, LOCATE ANCHORS
SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR AS SHOWN IN INSTALLATION DETAILS.
CALCULATIONS. 3. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH
4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL.
BORNE DEBRIS REGIONS UP TO WIND ZONE 3, LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS,
5. DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO 4. FOR ATTACHING WINDOW UNITS TO MULLION USE #10 SELF DRILLING SCREWS WITH
MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL.
6. SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE
WINDOWS ATTACHED TO MULLION MUST HAVE SEPARATE APPROVAL, MULLION WALL, LOCATE SCREWS IN ACCORDANCE WITH WINDOW ANCHORING SCHEDULE AS 7. DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN SHOWN IN WINDOW SEPARATE APPROVAL.
5. ALL FASTENERS TO BE CORROSION RESISTANT.
PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW OR DOOR UNIT. 6. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
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. MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN 9. MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED IN HORIZONTAL SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:A, WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42
MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT.
APPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED AND 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, 33KSI OR ALUMINUM 6063-T5 .060" 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,
J�
SIGNED:01/19/2018
v Br EA9]EW AA DIMS NMTRUSYSTEMs \111111!!/
EaSt�jl eAsrEue+MluAi°suvxv \����5 R. (o�V�/��
FORT WSSTICAVE \�J` .�f /
FORT MTERS.R
33012 \
eoo�]]aw `�r.'v\Q ENSU,,cP
176 VERTICAL MULLION _*41,
0 61/1' *=
J•/ IMPACT — WIND ZONE 3 �`TABLE OF CONTENTS NOTES ��1AT OF {�
SHEET N0. DESCRIPTION DRAWN: DWG N0, REY �'��s:c�OR1�P
1 NOTES SCALE DATE 08-02258 B
2 APPROVED CONFIGURATIONS AND CHART NTS 07/1B/14 1 OF 6
3 - 5 INSTALLATION DETAILS L.ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE,NC27023 LLII9 R. Lomas P.E.
6 COMPONENTS 434.688.0609 rllomas@lrlomaspe.eom FL No.: 62514
145 1/4" 145 1/4" 145 1/4" REVISIONS
COMBINED WIDTH COMBINED WIDTH COMBINED WIDTH REV DESCRIPTION DATE APPROVED
W1 W2 W1- W2 W1 W2 A REVISED INSTALLATION DETAILS 06/23/15 R.L.
y/ B REVISED PER NEW REQUIREMENTS 01/10/18 R.L.
10>" �/ //� WINDOW [END014
� WINDOW � � � WINDOWFRAME WINDO WINDOW WINDOW DO WINDOW
HEIGHT(MULLION
SPAN)
II II
W, W, I--w2 W 1--I Imo-wz
145 1/4" 145 1/4" 145 1/4"
COMBINED WIDTH COMBINED WIDTH COMBINED WIDTH
145 1/4" 145 1/4" 145 1/4"
COMBINED WIDTH COMBINED WIDTH COMBINED WIDTH
W1 W2 W1 �W2 W1 W2
II DESIGN PRESSURE TABLE INSTRUCTIONS:
1. DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE
108„ /� 4DOW
� CHAPTER 16.
FRAME WINDOW � WINDOW 2. DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON
HEIGHT WINDOW WINDOW WINDOW PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY
WIDTH.
(MULLION / / / 3. LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT
SPAN) THE INTERSECTION OF ROW AND COLUMN CONTAINING THE
MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE
MULLION RATING FOR PRODUCT IN STEP 2, MULLION RATING
MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN
PRESSURE OBTAINED IN STEP 1.
APPROVED CONFIGURATIONS
TRIBUTARY WIDTH = W1 + W2
2
Desi n ssure rating fps
Mullion Tributary width In
span In 24.00 30.00 36,00 42.00 48.00 64.00 60,00 66.00 72.00
24.00 120.0 1120.0 120.0 120.0 120.0 120.0 120.01 120.0 120.0
30.00 120.0 120.0 120.0 120,0 120.0 120. 120.0 120.0 120.0 SIGNED:01/19/2018
36.00 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 sav�w rsG°rEc°uRALare eMa \Ill l l!/�
42.00 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120. �� Eastern AOm°wNOP �. R �0
EA6IERNMSTALSUPPLY
48.00 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 / IM,MMEg=AW `��J�5
54.00 120.0 120.0 120.0 120.0 120,0 120.0 120.0 120.0 120.0 C=:o w. =o-..-. �.. ` u"YE"s•i3A1 `v,•��GENS gip�.
60.00 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 176 VERTICAL MULLION *• 0,�826 ••*
68.00 120.0 120.0 120.0 120.0 119.2 98.9 11.3 11.3 11.7 IMPACT - WIND ZONE 3 �`
72:00 120.0 120.0 120.0 112.2 104.3 98.8 95.3 93,3 92.7 =•0• $$ -
APPROVED CONFIGURATIONS AND CHART ��o• TAT OF
78.00 120.0 120.0 111,2 99.4 90.4 83.9 79,5 78.6 74.8 ��• 4 �
84.00 1200. 104.1 88.8 78.3 70.8 65.3 81.3 58.5 58.6 DRAWN: OWO NO. REV
45 08 /ONAL
96,00 84.9 68.9 58.5 61.2 45.9 42.0 9.0 36.7 35.0 SCALE SOE258 B ��i�jsIE���`�
102.00 70.6 57.2 48.4 42.3 37.8 34.4 31.9 29.9 28.4 NTS DATE 07/1814 2 OF 6
108.00 59.3 48.0 1 40.6 35.3 31.6 1 28.6 1 26.4 1 24.7 1 23.4 L.ROBERTOLOMASP.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,,NO 27023 FL No.: 62514
434.688.0609 d1DMaSV1d0Maap9.00m
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 08/23/15 R.L.
B REVISED PER NEW REQUIREMENTS 01/10/18 R.L.
CLIP MULLION ANGLE MULLION
0
MULLION MULLION
CLIP
X10 ANGLE #10
WOOD SCREW WOOD SCREW
WOOD FRAMING 1 3/g" WOOD FRAMING
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 1/2" MIN.
EDGE DISTANCE SILL SHOWN•HEAD SIMILAR EDGE DISTANCE EDGE DISTANCE SILL SHOWN•HEAD SIMILAR EDGE DISTANCE
SIGNED:01/19/2018
WTERa ARalSfECTUM'MT""" \111111///
VISIONOF
Eastern EASTZMETILSUPPLY R. L p7jd
A FORTWERSTRUS1i
FORTMYERS.RA1i1] `r•.���ENS�..�i1-S,
E00�9W3W
176 VERTICAL MULLION
INSTAL *�•//,�,�j 0,.66 *=
IMPACT L WIND ZONE 3
INSTALLDETAILS X70. STAT OF
i0.
DRAWN: DWG NO. REV z'Fs;.'C[ORIOQ'
SCALE DATE 08-02258 B iiiONA O1\\`�
NTS 07/18/14 3 OF 6
L.ROBERTO LOMAS RE LUIS R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC27023 FL No.: 62514
434.6660609 rilamas@lrlomaspe.aom
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 06/23/15 R.L.
B REVISED PER NEW REQUIREMENTS 01/10/18 R.L.
CLIP MULLION ANGLE MULLION
MULLION MULLION
CLIP #10 SMS OR ANGLE #10 SMS OR
SELF DRILLING SELF DRILLING
SCREW SCREW
METAL
STRUCTURE METAL
BY OTHERS STRUCTURE
BY OTHERS
I I VERTICAL MULLION WITH CLIP DETAIL VERTICAL MULLION WITH ANGLE DETAIL I I
{��- -----III METAL STRUCTURE INSTALLATIONIII-- -----III METAL STRUCTURE INSTALLATION IIF-----------Iii
1/2" MIN. SILL SHOWN-HEAD SIMILAR 1/2" MIN. 1/2" MIN. SILL SHOWN-HEAD SIMILAR 1/2" MIN.
EDGE DISTANCE EDGE DISTANCE EDGE DISTANCE EDGE DISTANCE
SIGNED:01/19/2018
EASTERRARCMITECTUR SYSTEMS \111111JfJ
Eastern SIONOP
G9TERN MaTAL SUPPLY \•�5 4. c J�•,,,
18781 DOMESTIC
AVH \ \ • /
BBWBYYOq'R37819 �.°.•\GENsFgs/ice
Awo v, v�
176 VERTICAL MULLION *• 0 6 *=
IMPACT — WIND ZONE 3
INSTALLATION DETAILS ��• TAT OF
DRJ.L N: Dwc NO. 08-02258 _ RB /G��S'S �`OIZ\Q G\��Z�
SCALE NTS JDATE 07/18/14 1 SHEET OF 6 '7�JJOjylAlll�\�\\
L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NO 27023 FL No.: 62514
434-688.0609 rliomas(Lslrlomaspe.com
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 06/23/15 R.L.
B REVISED PER NEW REQUIREMENTS 01/10/16 R.L.
FOR MASONRY/
CONCRETE
INSTALLATION
INSTALL ANCHORS
AT THESE TWO
MULLION LOCATIONS ONLY
CLIP ANGLE MULLION FOR MASONRY/
CONCRETE
INSTALLATION
INSTALL
QQ O QQ O Q O Q O AT THESENTWORS
LOCATIONS ONLY
MULLION
MULLION
CONCRETE CLIP
/MASONRY 3/16" TAPCON CONCRETE ANGLE 3/16" TAPCON
STRUCTURE /MASONRY
BY OTHERS STRUCTURE
4 •
a 1 3/4,. n BY OTHERS ° 4 ° • 1 3/4"
• • •
Q., °
14' 4 • MIN 4 aMIN
• ae a ° EMBEDMENT
• 4'.• EMBEDMENT • • n ,' °
VERTICAL MULLION WITH CLIP DETAILVERTICAL MULLION WITH ANGLE DETAIL
1 1/4" MIN 1 1/4" MIN
CONCRETE/MASONRY1NSTALLATION CONCRETE/MASONRY INSTALCA770N
1 1/4" MIN. SILL SHOWN-HEAD SIMILAR EDGE DISTANCE 1 1/4" MIN. SILL SHOWN-HEAD SIMILAR EDGE DISTANCE
EDGE DISTANCE EDGE DISTANCE
SIGNED:01/19/2018
E�rEw AADIVI MTa'F
—TEa9 11111!
Eastern EABTBRONNIETNBUPPLY \\`5
R. LQ/
TORT MYER9.FLMR
3]Y1] `v.��CENS+�•S/i
176 VERTICAL MULLION • 0 W it=
IMPACT — WIND ZONE 3 =,o �(
INSTALLATION DETAILS 0• TAT OF .•.wzL
J L. 08-02258
DWG NO. 08—O2ZS8 RB Oj/ S/`ORIO aG����
SCALE NTS DATE 07/18/14 SHEETS OF 6 / "ItIIMOO,
L.ROBERTO LOMAS P.E. LUIS R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NO 27023 FL No.: 62514
434-808.0609 llamas@lrbmaspe.cvm
,1
REVISIONS
REV DESCRIPTION DATE I APPROVED
A REVISED INSTALLATION DETAILS 06/23/15 R.L.
3/8" 3" B REVISED PER NEW REQUIREMENTS 01/10/16 1 R.L.
11/16"
5/16" F. 0
7/8"
01/4"
3 1 5 'I X10 X 1" PH #10 X 1" PH
SELF DRILLING SCREW MULLION SELF DRILLING SCREW
LOCATE ANCHORS PER LOCATE ANCHORS PER
WINDOW/DOOR ANCHOR WINDOW/DOOR ANCHOR
2" SCHEDULE SCHEDULE
1 1/4'X3"TUBEMULLION j WINDOW FRAME 17-1 M WINDOW FRAME
ALUMINUM 6063-T6.125"THICK --LL REFERENCE ONLY a REFERENCE ONLY
MOMENT OF INERTIA:2.755INA4 ANGLE
SECTION MODULUS:1.8641NA3 ALUMINUM 6063-T6.125"THICK
INTERIOR
10 7/16"
3/8., 3„
EXTERIOR
WINDOW TO MULLION INSTALLATION DETAIL
WINDOW FRAME SHOWN FOR DETAIL PURPOSES ONLY
O O MULLION IS NOT LIMITED TO THIS PRODUCT
4 15/16"� �5/8" 01/4"
2" SIGNED:01/19/2018
EASTERN ARCNVISION PAL BY11E19A DItI'I"'
Eastern eHTERN USTAL OF 'I
\\\��\5 R• L 0Yi�j/
CLIP `ewiE w°.nsaeu �pElVS•9df�ii
�•
ALUMINUM 6063-T6.125"THICK 176 VERTICAL MULLION *• 0,6126 *_
IMPACT — WIND ZONE 3 �y
COMPONENTS �o• TAT€OF �v,`
DRAWN: REV �'F•'cZORIOP •�'�
•\\
SCALE DATE 08-02258
NTS 07/18/14 6 OF 6
L.ROBERTO LOAMS P.E. LUIS R. Lomas P.E.
1432 WO
ODFORD RD LEWISVILLE,NC27023 FL No.: 62514
434-686-0609 rIlama9@lrlama9p9.wm
L. Roberto Lomas P.E. Engineering Evaluation Report
1432 Woodford M.
Lewisville,NC 27023 Report No.: 5130026
434-688-0609
Manufacturer: Eastern Architectural System
16341 Domestic Ave.
Fort Meyers,FL 33912
Product Line: 176 Vertical Mullion-Impact
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 2(b).The product listed
herein complies with requirements of the Florida Building Code.
Supporting Technical Documentation:
1. Approval document:drawing number 08-02258 Revision B,prepared,signed and sealed by Luis Roberto
Lomas P.E.
2. Mullion analysis with Anchor calculations,report number 513002-1,per AAMA 450,Option 3,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: 108"
• Maximum single fenestration width: 72"
• This,product is not rated to be used in the HVHZ.
• This product is impact resistant and does not require impact protection in wind bome debris regions up to wind
zone 3.
• Mullion material to be extruded Aluminum 6063-T6.
• 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.
Installation:
Units must be installed in accordance with manufacturer's installation instructions and approval document 08-02258
Revision B.
Certification of Independence:
Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the
product(s)for which this report is being issued.Also, 1 don't have,nor will acquire.a financial interest in any other entity
involved in the approval process of the listed product(s).
NN
*• 051
l f
TAT 4F •�_�
/iS�ONAL,E\X\��
1 of 1 Luis R. Lomas,P.E.
FL No.:62514
01/10/2018