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Product AADroyal Menu > Product or Application Search > Anolicat:on List > Application Detail
FL n FL16139 , utf' `f
Application Type New v Y ;:',
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
650 West Market Street
Gratz, PA 17030
(717) 365-3300 Ext 2560 Uj
bsitiinger@miwd.com
Brentger (f
bsitlinger@ger@miwd.com g�11
Windows
Mullions
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
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 12/31/201S
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 (Florida) )df
1715.5.3
Method 2 Option B
http://www.floridabuilding.org/pr/pr_app_dtl. aspx?param=wCrEVXQwtI�gvyf4ngAXh103 ... 5 / 12/2017
1florida 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"
16139.6 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 Ddf
Created by Independent Third Party: Yes
Vertical Aluminum Mullion
Installation Instructions
FL16139 RO II M-1926 Vertical 08-01445 Ddf
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 TI 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.Ddf
Created by Independent Third Party: Yes
Vertical Aluminum Mullion
Installation Instructions
FL16139 RO II M-2285 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 512S20 ndf
Created by Independent Third Party: Yes
Horizontal Aluminum Mullion
Installation Instructions
FL16139 RO II M-2302 Horizontal 08-01456 Ddf
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 ndf
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL16139 RO AE Evaluation M-)302 Vertical 512071 odf
Created by Independent Third Party: Yes
3acR Next
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 :: Reflmd 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 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"
MAX. UNIT WIDTH
I (MULLION SPAN)
H7 [WIND0W
MAX.
MAX. L
COMBINED
HEIGHT
HI2 WINDOW
i
Tributary
height
Mullion span (in)
19.00 24. 0 30.00 36.00 42.00 48.00 152.13
18.00
130.0
136.0
1 130.0
1130.0
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
42.00
130.0
130.0
130.0
130.0
100.6
78.2
67.9
48.00
13QO
130.0
130.0
130.0
100.6
77.0
65.7
54.00
130.0
130.0
130.0
130.0
100.E
77.0
65.3
1100
130.0
130.0
130.0
130.0
000.6
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
100.6
77.0
65.3
W. 00
130.0
130,0
130.0
130.0
100.6
77.0
65.3
LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3
DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT
INCLUDE FLANGE
104.25"
MAX. UNIT WIDTH
(MULLION SPAN)
I WINDOW
168" ---
MAX.
COMBINED
HEIGHT FWINDOW WINDOW
H2
Mayim- rf-;- n -.- .s....w. - -
Tributary
Mullion Span and
individual unit width (in)
Height
36.00
g8.00
60.00
72.00
84.00
96,00
104.25
(in)
i8.00
24.00
30,00
36.00
42.00
48.00
52.13
18.00
130.0
126.4
96.6
78.2
60.9
q0.5
31.5
24.00
130.0
102.7
77.0
61.6
q6.5
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
4ZOO
113.3
73.0
53.0
41.2
28.4
18.6
14.4
48.00
106.0
68.4
1 49.0
37.9
25.5
16.6
12.8
54.00
99.6
64.8
46.1
35.3
23.3
15.1
11.6
60.00
93.9
61.6
1 43.8
33.3
21.5
13.9
10.7
66.00
88.8
181
41.9
31.7
20.1
13.0
-
72.00
84.2
56.0
q0.2
30.4
19.0
12.2
HRE78,00
80.1
53.6
38.7
29.3
18.1
11.5
84.00
76.4
51.3
37.2
28.3
17.4
LARGEAND SMALL MISSILE IMPACT, LEVEL D, WIND ZONES
DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT
INCLUDE FLANGE
REVISIONS
OESCRIPRON 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.
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 MI WINDOWS AND DOORS
FOR PRODUCT IN STEP 2.
MULLION RATING MUST BE EQUAL OR GREATER THAN REQUIRED 650 WEST MARKET STREET
DESIGN PRESSURE OBTAINED IN STEP 1. GRATZ. PA 17030-0370
M-1926 HORIZONTAL MULLION
TABLE OF CONTENTS SINGLE, TWIN AND TRIPLE WITH TRANSOM
ELEVATION AND GENERAL NOTES
SHEET NO. DESCRIPTION
1, 2 ELEVATION, NOTES AND DESIGN PRESSURE CHARTE�ls
V.L'+ one No. 08-01455
3 INSTALLATION DETAILS c NTS DATE 03/06/12 1 SHEET I OF 3
SIGNED: 0310612012
\`\`\` 11�11 IL OW,///
�\� •��QENs�'9s/�
TAT OF
qrz
0.
i��is10NA
1
h
CON
HE
156 3/8"
111AX. UNII WIDTH
(MULLION SPAN)
HI
WINDOW
-
AX.
BINED
CHT H2
1�
WINDOW
WINDOWE
Maximum rlacinn nraecrrra ra nmrily rho 41..r0
Tributary
Mullion Span and Individual
unit width
(in)
Height
54.00
72.00
90.00
108.00
126.00
144.00
156.38
(in)
18.00
24.00
30.00
36.00
42.00
48.00
52.13
18.00
109.5
78.2
1 60.2
28.9
18.1
1 12.1
-
24.00
87.2
61.6
38.1
21.9
13.7
30.00
73.6
51.6
31.0
17.7-
36.00
64.4
44.8
1 26.2
14.9
42.00
58.0
39.9
1 22.8
13.0
_
40.00
53.3
36.2
1 20.3
11.5
-
-
-
54.00
49.8
33.4
18.4
10.4
-
60.00
46.9
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 II
3 3/4"
1
I- 3/8„
13/3
2 1 /.
27/3�
I I
SECT5796 CLIP 2X 07/32"
FOR CONCRETE INSTALLATION
ALUMINUMI 6063-T5.125'• THICK
3 3/4"
- 2 3/16"
1" -3/8"
27/I32 II
1 2
--I 1 9/ 16" X 07/32"
1 9/16"
SECT5796 CLIP
FOR WOOD FRAMING INSTALLATION
ALUMINUM 6063-T5.125" THICK
FBUTARY HEIGHT = H1 + H2
2
V,
fu 1
2 23/32"
I
M-1926 MULLION
ALUMINUM 6005-T5. f25"THICK
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
DRAWN: DWG NO.
V.L. 1 08-01455
SCALE NTS I DATE 03/06/12 ISHEU2 OF 3
'b 1RlIIILI0 ( \\`\'/,,
�J q
r••��pEN3�.Tp
*• 0„6�61 •.�c
0; ST((AATTYYE OF
'�'PF•:4ORIOP•
REVISIONS
REV DESCRIPTION DATE APPROVED
1 3/8 I MIN. EM EDMENT
MIN. EMBEDMENT
f{10 WOOD 1/4" TAPCON 2 IN.
SCREW c° MIN.
• EDGE
WOOD FRAMING DISTANCE
OR 2X BUCK I SECT5796 %%%M-1926 MULLION •ID --
BY OTHERS I CLIP INTERIOR / 1 4
J / Cl V-698
n a MASONRY/CONCRETE MULL COVER
BY OTHERS
__...T
M1936
1 I ° SHEAR BRACKET
#6x3/4"
SELF SCREW DRILLING
EXTERIOR v
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 SECT5796
VERTICAL
SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. MULLION CLIP
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
STAGGER SCREWS AT EACH WINDOW.
MULLION WALL. LOCATE SCREWS 6" FROM EACH MULLION END AND 12" MAX. O.C. THEREAFTER.
5) FOR WINDOW UNITS ANCHORING SCHEDULE REFER TO WINDOW APPROVED INSTALLATION CLIP AND VERTICAL MULLION INSTALLATION
INSTRUCTIONS.
6) ALL FASTENERS TO BE CORROSION RESISTANT.
7) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S MI WINDOWS AND DOORS �1\111111!//
INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH 650 WEST MARKET STREET ����\�S IR. L0////
STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: GRATZ, PA 17030-0370 �v .`GENS�/ ••gs
A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 •�
B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. M-1926 HORIZONTAL MULLION >Y`�/i11 y�51
SINGLE, TWIN AND TRIPLE WITH TRANSOM — _
INSTALLATION DETAILS = •O��
—�o • TATE OF • ��
DRAWN: DWG NO. REV 0•°F•'cZ0R10P•
V.L. 08-01455 — // Ssi CG ��
scaTE XN
NTS I DATE 03/O6/12 1HEET3 OF 3