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Product Approval Menu > Product or Application Search > Application List > Application Detail
i 1 M a FL # FL16139
Application Type New
Code Version 2010
Application Status Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
MI Windows and Doors 860
650 West Market Street
Gratz, PA 17030
(717) 365-3300 Ext 2560 Uj
bsitlinger@miwd.com
Brent Si @mr
bsitlinger@mlwd,com
Windows
Mullions
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
V Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Luis R. Lomas, PE
the Evaluation Report
Florida License PE-62514
Quality Assurance Entity Architectural Testing, Inc.
Quality Assurance Contract Expiration Date 12/31/2015
Validated By Steven M. Urich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
FL16139 RO COI Certificate of Independence 'Floridal Ddf
1715.5.5
Method 2 Option B
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wCrEVXQwtl�clvyf4n ,AXh1O3... 5/12/2017
-1 P'lorida Building Code Online Page 2 of 3
Date Submitted
12/27/2012
Date Validated
12/27/2012
Date Pending FBC Approval
01/02/2013
Date Approved
02/04/2013
Summary of Products
FL # Model, Number or Name
16139.1 M-1926
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: Max single window size: 52-1/8" x 84. Max mullion
span: 144"
16139.2 M-1926
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: Max single window size: 52-1/8" x 84". Max mullion
span: 84"
16139.3 M-2285
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: Max single window size: 52-1/8" x 84". Max mullion
span: 120"
16139.4 M-2285
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: Max single window size: 60" x 84". Max mullion
span: 84"
16139.5 M-2302
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: Max single window size: 52-1/8" x 84". Max mullion
span: 156-3/8"
16139.E M-2302
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: Max single window size: 52-1/8" x 84". Max mullion
span: 84"
Description
Horizontal Aluminum Mullion
Installation Instructions
FL16139 RO II M-1926 Horizontal 08-01455 ndf
Verified By: Luis R Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL16139 RO AE Evaluation M-1926 Horizontal 512079 ndf
Created by Independent Third Party: Yes
Vertical Aluminum Mullion
Installation Instructions
FL16139 RO II M-1926 Vertical 08-01445 odf
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL16139 RO AE Evaluation M-1926 Vertical 512069 odf
Created by Independent Third Party: Yes
Horizontal Aluminum Mullion
Installation Instructions
FL16139 RO II M-2285 Horizontal 08-01834.odf
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL16139 RO AE Evaluation of M-2285 Horizontal
512571.odf
Created by Independent Third Party: Yes
Vertical Aluminum Mullion
Installation Instructions
FL16139 RO II M-22.85 Vertical 08-01833 odf
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL16139 RO AE Evaluation of M-2285 Vertical 512520 ndf
Created by Independent Third Party: Yes
Horizontal Aluminum Mullion
Installation Instructions
FL16139 RO II M-2302 Horizontal 08-01456 odf
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL16139 RO AE Evaluation M-2302 Horizontal 512080 Ddf
Created by Independent Third Party: Yes
Vertical Aluminum Mullion
Installation Instructions
FL16139 RO II M-2302 Vertical 08-01447 odf
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL16139 RO AE Evaluation M-2302 Vertical 512071 ndf
Created by Independent Third Party: Yes
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850.467-182a
The State of Florida Is an AA/EEO employer. copyright 2007-2013 State of Florida.:: Privacy Statement :: A_ccessibllity 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 mall 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 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:
http://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh103 ... 5/ 12/2017
52 1/8"
r-1 MAX. UNIT WIDTH
(MULLION SPAN)
H1 WINDOW
168" I
MAX. I
COMBINED �-
HEIGHT
L12 WINDOW
Marimnm rlaci- n.e -.- a.sr
Tributary
height
Mullion span (in)
18.00 24'00 -30.00 36.00 4ZOO 48.00 52.13
18.00
130.0
130.0
130.0
130.0
130, 0
126.4
114.3
24.00
130.0
130.0
130.0
130.0
123.2
102.7
92.1
30.00
130.0
130.0
130.0
130.0
109.5
89.6
79.6
36.00
130.0
130.0
130.0
130.0
102.7
82.1
72.2
4ZOO
130.0
130.0
130.0
130.0
100.6
78.2
67.9
48.00
130.0
130.0
130.0
130,0
100.6
77.0
65.7
54.00
130.0
130.0
130.0
130.0
100.6
77.0
65.3
60.00
130.0
130.0
130.0
130.0
100.6
77.0
65,3
66.00
130.0
130.0
130.0
130.0
100.6
77.0
65.3
72.00
130.0
130.0
130.0
130.0
100.6
77.0
65.3
78.00
130.0
130.0
130.0
130.0
10D.6
77.0
65.3
84.00
13QO 1130.0
130.0
13QO
100.6
77.0
65.3
LARGEAND SMALL MISSILEIMPACT, LEVEL D, WIND ZONE3
DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT
INCLUDEFLANGE
104.25"
MAX. UNIT WIDTH
(MULLION SPAN)
H 1 WINDOW
168" 1 - -
MAX.
COMBINED
HEIGHT H2 6VlNDOW WIN004V
Maximum rlacinn n -l- ..o,.,..• /--s
Tributary
Mullion Span and individual unit width (in)
Height
36.00
48.00
60,00
72.00
84.00
96.00
104.25
(in)
18.00
1 24.00
130.00
36.00
42. 00
48. 00
52.13
18.00
130.0
126.4
96.6
70.2
60.9
40.5
31.5
24.00
130.0
102.7
77.0
61.6
46.5
30.8
24.0
30.00
130.0
88.8
65,7'
51.9
37.9
25.1
19.5
36.00
121.7
79.5
58.3
45.6
32.3
21.3
16.5
42.00
113.3
73.0
53.0
41.2
28.4
18.6
14.4
48.00
106.0
68.4
49.0
37.9
25.5
66.6
12.8
54.00
99.6
.8
46.1
35.3
2 33
15.1
11.6
60.00
93.9
�61.6
43.8
333
215
13.9
10.7
66.00
88.8
.7
41.9
317
201
13.0
72.00
84.2
.0
40.2
30.4
19.0
1 -2
78.00
80.1
53.6
38.7
29.3
18.1
11.5
84.00
76.4
61.3
37.2
28.3
17.4
11.0
-
LARGEAND SMALL MISSILE IMPACT, LEVEL D, WIND ZONES
DIMENSIONS IN CHARTARE FRAME DIMENSIONS AND DO NOT
INCLUDE FLANGE
DESIGN PRESSURE TABLE INSTRUCTIONS:
1) DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE
CHAPTER 16.
2) DETERMINE TRIBUTARY HEIGHT AND MULLION SPAN BASED ON TRIBUTARY HEIGHT= H1 + H2
PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY HEIGHT. 2
3) LOCATE MULLION SPAN (UNIT WIDTH) AND TRIBUTARY HEIGHT. AT
THE INTERSECTION OF COLUMN AND ROW 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.
TABLE OF CONTENTS
SHEET NO. DESCRIPTION
1, 2 ELEVATION, NOTES AND DESIGN PRESSURE CHARTS
3 INSTALLATION DETAILS
REVISIONS
DESCRIPTION DATE I APPROVED
NOTES:
1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO
COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE.
2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.
FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE
ARCHITECT OR ENGINEER OF RECORD.
3) ALLOWABLE STRESS INCREASE OF 1/3 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 UP TO WIND ZONE 3
5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS
DOCUMENT APPLY ONLY TO THE MULLION. WINDOWS MUST BE
APPROVED UNDER SEPARATE APPROVAL.
6) SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN
IN THIS DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE
MANUFACTURED BY MI WINDOWS AND DOORS
7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE
LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL
WINDOW UNIT.
8) VERTICAL MULLIONS ARE NOT PART OF THIS APPROVAL. VERTICAL
MULLIONS USED TO MULL UNITS SIDE BY SIDE MUST HAVE
SEPARATE APPROVAL.
9) FOR ADDITIONAL APPROVED CONFIGURATIONS SEE SHEET 2.
MI WINDOWS AND DOORS
650 WEST MARKET STREET
GRATZ. PA 17030-0370
M-1926 HORIZONTAL MULLION
SINGLE, TWIN AND TRIPLE WITH TRANSOM
ELEVATION AND GENERAL NOTES
V.L. 08-01455
SCALE NTS I DATE 03/06/12 SHEET 1 OF 3
SIGNED: 0310612012
\\\\`%1� i ILOW,/
/
�;••v�CEN`S4`9dT
o;, DAY OF ;�`
///s0NALLE�G\`�\\�
IIII
H1
MAX.X
COMBINED T
HEIGHT H2
156 3/8"
MAX. UNIT WIDTH
(MULLION SPAN)
WINDOW
JwFwIND111 WINDOW
Marimnm rlacinn nrnccnrn -01h, rh„d h,•.n
Tributary
Mullion Span and Individual unit width
(in)
Haight
54.00
72.00
190.00.
108.00
126.00
144.00
f56.38
(in)
18.00
24.00
30.00
36.00
142.00
48.00
52.13
18.00
109.5
78.2
50.2
28.9
18.1
121
24.00
87.2
61.6
38.1
21.9
13.7
-
-
30.00
73.6
51.6
31.0
17.7
11.1
-
-
36.00
64.4
44.8
26.2
14.9
-
42.00
68.0
39.9
22.8
13.0
-
-
-
48.00
53.3
36.2
20.3
11.5
-
-
-
54.00
49.8
33.4
18.4
10.4
60.00
W-9
31.2
16.9
66.00
44.4
29.4
15.7
-
-
72.00
42.1
28.0
14.7
-
-
-
_
78.00
40.1
26.8
13.9
84.00 1
38.2
25.7
13.2
LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3
DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT
INCLUDE FLANGE
DESIGN PRESSURE TABLE INSTRUCTIONS:
1) DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16.
2) DETERMINE TRIBUTARY HEIGHT AND MULLION SPAN BASED ON PRODUCT TO BE
INSTALLED. SEE FORMULA FOR TRIBUTARY HEIGHT.
3) LOCATE MULLION SPAN (UNIT WIDTH) AND TRIBUTARY HEIGHT. AT THE
INTERSECTION OF COLUMN AND ROW 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.
REVISIONS
I REV I DESCRIPTION I DATE I APPROVED 11
27/3J 2"Al
3 3/4"
V.
II
I- 3/8"
2 1/
I
SECT5796 CLIP 2X 07/32"
FOR CONCRETE INSTALLATION
ALUMINUM 6063-T5.125"THICI(
3 3/4"
2 3/16"
3/8"
I
27/32"
Ti1 9/16" r 2X 07/32"
1 9/16"
I
SECT5796 CLIP
FOR WOOD FRAMING INSTALLATION
ALUMINUM 6063-T5.125" THICK
TRIBUTARY HEIGHT H1 + H2
2
'8„
2 23/32"
I
M-1926 MULLION
ALUMINUM 6005-T5.1251,THICIf
MI WINDOWS AND DOORS
650 WEST MARKET STREET
GRATZ, PA 17030-0370
M-1926 HORIZONTAL MULLION
SINGLE, TWIN AND TRIPLE WITH TRANSOM
ELEVATION AND COMPONENTS
DWG NO.
V.L. 1 08-01455
SCALE NTS I DATE 03/06/12 1 SHEET2 OF 3
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1 3/8 MIN. EMBEDMENT
MIN. EMBEDMENT ��
#10 WOOD 1/4" TAPCON
SCREW
WOOD FRAMING I \
,j
OR 2X BUCK SECT5796 r M-1926 MULLION
BY OTHERS i CLIP INTERIOR /
i I
i L.. ..J
EXTERIOR
MULLION INSTALLATION
ANCHORING NOTES:
1) FOR ANCHORING INTO CONCRETE USE 1/4" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1
3/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
2) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH SUFFICIENT
LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS
SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
3) FOR ATTACHING WINDOW UNITS TO MULLION USE #10 TEK SELF TAPPING SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE
MULLION WALL. LOCATE SCREWS 6" FROM EACH MULLION END AND 12" MAX. O.C. THEREAFTER.
STAGGER SCREWS AT EACH WINDOW.
5) FOR WINDOW UNITS ANCHORING SCHEDULE REFER TO WINDOW APPROVED INSTALLATION
INSTRUCTIONS.
6) ALL FASTENERS TO BE CORROSION RESISTANT.
7) 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.
2 1/2"
REVISIONS
DESCRIPTION DATE I APPROVED
e MIN.
EDGE
DISTANCE
Lm!u..
p
<< a
a MASONRY/CONCRETE
BY OTHERS
-a 4'
VERTICAL
MULLION
CLIP AND VERTICAL MULLION INSTALLATION
MI WINDOWS AND DOORS
650 WEST MARKET STREET
GRATZ, PA 17030-0370
M-1926 HORIZONTAL MULLION
SINGLE, TWIN AND TRIPLE WITH TRANSOM
INSTALLATION DETAILS
DWG NO.
V.L108-01455-01455
SCALE NTS IDATE 03/06/12 SHEEr3 OF 3
— MULL
MULL COVER
M1936
SHEAR BRACKET
#60/4"
SELF DRILLING
SCREW
SECT5796
CLIP
5o
51 •.*�
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