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FL# FL15353-R2
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived -?
Product Manufacturer MI Windows and Doors
Address/Phone/Email 650 West Market Street
Gratz,PA 17030
(717)365-3300 Ext 60
bsitlinger@miwd.ca
Authorized Signature Brent Sid! r
bsitlin @mi m
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Mullions
Compliance Method Evaluation Report fr m a Florida Registered Architect or a Licensed
Florida Profession Engineer
J Evaluation port-Hardcopy Received
Florida Engineer or Architect Name who developed mas,PE
the Evaluation Report
Florida License PE-62514
Quality Assurance Entity National Accreditation€a Management Institute
Quality Assurance Contract Expiration Date 12/31/2015
Validated By Steven M.Urich,PE
I Validation Checklist-Hardcopy Received
Certificate of Independence FL15353 R2 COT FLCOI.odf
ReferencedStandard and Year(of Standard)
I
Equivalence of Product Standards
Certified By
Sections from the Code
1710.5.3
k
Product Approval Method Method 2 Option B
https://vAvw.floridabuilding-org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWl... 9/17/2015
Florida Building Code Online Page 2 of 3
Date Submitted 06/15/2015
Date Validated 06/15/2015
Date Pending FBC Approval 06/21/2015
Date Approved 08/19/2015
Sp m of Products
F # Mod01 Number or Name Description
15353.1 57 Horizontal Aluminum Mullion
j
its of Use Installation Instructions
proved for use in HZ:No FL15353 R2 II 08-01448A.I)dproved for us a HVHZ:Yes Verified By:Luis R Lomas,PE PE-62514
pact Resi .Yes Created by Independent Third Party:Yes
sign P e.-WA Evaluation Reports
er: single window siz 52-1/8"x 84".Max mullion FL15353 R2 AE 512072A.odf
-1/8". Created by Independent Third Party:Yes
353.2 5764 Vertical Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HV :No FL15353 R2 II 08-01439A.odf
Approved for use o de HVHZ:Yes Verified By: Luis R Lomas,PE PE-62514
Impact Resistant:Y Created by Independent Third Party:Yes
Design Pressure: /A Evaluation Reports
Other:Max sin window size: 52-1/8"x 84".Max mullion FL15353 R2 AE 512063A.odf
span:83" Created by Independent Third Party:Yes
15353 5765 Horizontal Aluminum Mullion
mite of Use Installation Instructions
Approved for use in HVHZ:No FL15353 R2 II 08-01449A.odf
Approved for use outside HVHZ:Yes Verified By: Luis R Lomas,PE PE-62514
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:Max single window size: 52-1/8"x 84".Max mullion FL15353 R2 AE 512073A.Ddf
span: 104-1/4" Created by Independent Third Party:Yes
15353.4 5765 Vertical Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15353 R2 II 08-01440A.odf
Approved for use outside HVHZ:Yes Verified By:Luis R Lomas,PE PE-62514
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:Max single window size: 52-1/8"x 84".Max mullion FL15353 R2 AE 512064A.odF
span:83". Created by Independent Third Party:Yes
15353.5 CM-18514 Vertical Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ:No FLIS353 R2 II 08-01442A.odF
Approved for use outside HVHZ:Yes Verified By: Luis R Lomas,PE PE-62514
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:Max single window size: 52-1/8"x 84".Max mullion FL15353 R2 AE 512066A.odf
length-83". Created by Independent Third Party:Yes
15353.6 CM-18520 Horizontal Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15353 R2 II 08-01451A.odf
Approved for use outside HVHZ:Yes Verified By: Luis R Lomas,PE PE-62514
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:Max single window size-52-1/8"x 84".Max mullion FL15353 R2 AE 512075A.Ddf
span-104-1/4" Created by Independent Third Party:Yes
15353.7 CM-18523 Horizontal Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15353 R2 II 08-01452A.odf
Approved for use outside HVHZ:Yes Verified By: Luis R Lomas,PE PE-62514
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:Max single window size-52-1/8"x 84".Max mullion FL15353 R2 AE 512076A.odf
(� span-104-1/4". Created by Independent Third Party:Yes
y� 15353.8 CM-18531 Vertical Aluminum Mullion
\' Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15353 R2 II 08-01443A.odf
Approved for use outside HVHZ:Yes Verified By: Luis R Lomas,PE PE-62514
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH85 72gvdWI... 9/17/2015
rlonda Building Code Online Page 3 of 3
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:Max single window size: 52-1/8"x 84".Max mullion FL15353 R2 AE 512067A.Ddf
span-83" Created by Independent Third Party:Yes
15353.9 CM-18532 Horizontal Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15353 R2 II 08-01453A.odf
Approved for use outside HVHZ:Yes Verified By: Luis R Lomas,PE PE-62514
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:Max single window size-52-1/8"x 84".Max mullion FL15353 R2 AE 512077A.DdF
span-104-1/4" Created by Independent third Party:Yes
15353.10 CM-18533 Vertical Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL1S353 R2 II 08-01444A.Ddf
Approved for use outside HVHZ:Yes Verified By: Luis R Lomas,PE PE-62514
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:Max single window size:52-1/8"x 84".Max mullion FL1S353 R2 AE 512068A.Ddf
span:83" Created by Independent Third Party:Yes
15353.11 CM-18534 Horizontal Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ:No FLIS353 R2 II 08-01454A.Ddf
Approved for use outside HVHZ:Yes Verified By: Luis R Lomas,PE PE-62514
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:Max single window size: 52-1/8"x 84".Max mullion FL15353 R2 AE 512078A,13df
span: 104-1/4". Created by Independent Third Party:Yes
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Contact Us::1940 North Monroe Street Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/BO 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 email 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 dick bgre.
Product Approval Accepts:
K]P-Mc`C-1 Im
sccuritymi r:uts-
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWI... 9/17/2015
REVISIONS
REV DESCRIPTION DATE APPROVED
NOTES:
A REVISED INSTALLATION DETAILS 06/10/15 R.L.
1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO
COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE.
2) WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY ANCHORING NOTES:
TRANSFER ALL LOADS TO STRUCTURE. FRAMING IS THE 1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM
3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE EMBEDMENT. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS
DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION SHEET 3.
FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 2) FOR ANCHORING INTO CONCRETE USE 1/4" TAPCON WITH
4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT
PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3. WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS
5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS SHOWN IN INSTALLATION DETAILS SHEET 4.
DOCUMENT APPLY ONLY TO MULLION. WINDOWS MUST BE APPROVED 3) ALL FASTENERS TO BE CORROSION RESISTANT.
UNDER SEPARATE APPROVAL.
4) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH
6 SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE
ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND
SHOWN IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED BY MI
WINDOWS AND DOORS, INC. ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS
LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42
LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI.
WINDOW OR DOOR UNIT. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N.
8) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE TYPE 1 (OR GREATER).
UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS 5) TO ATTACH MULLION TO CLIP USE (4) #10 x 1 1/4" SELF
ANCHORED AS SHOWN HEREIN. DRILLING SCREWS PER CLIP. SCREWS MUST BE FIELD INSTALLED.
9) MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED HOLES FOR SCREWS ARE NOT PRE-DRILLED BY MANUFACTURER.
IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED
HEREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED ACCORDING
TO THIS DOCUMENT.
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 MULLION 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 SIGNED:06/11/2015
Msso IwDOWESTMARKED DOORS .TREET �`��\S,R II�ro����'�.
GRATZ, PA 17030-0370 v,•v\GE6"'.
TABLE OF CONTENTS CM-18531 - VERTICAL MULLION ;*•
106261 *=
83" MULLION SPAN �+
SHEET N0. DESCRIPTION GENERAL NOTES1 NOTES
2 CONFIGURATIONS AND DP CHART V.L N. Dwc No. OB-01443 RA �� �sS/`OR�
3 INSTALLATION DETAILS SCALE NTS DATE 01/1112 SHEET 1 OF 3 ��/i1�NA`�1���\
107 3/8" 107 3/8" 107 3/8" ' REV DESCRIPTION flEV1510N5 DATE APPROVED
COMBINED WIDTH COMBINED WIDTH COMBINED WIDTHT - I
W1 wz w1w2 w1w2 A REVISED INSTALLATION DETAILS 06/10/15 R.L.
�{r �� ��
FRAMEFRAME WINDOW FRAME WINDOW WINDOW
HEIGHT WINDOW WINDOW HEIGHT WINDOW HEIGHT
(MULLION (MULLION (MULLION
SPAN) // SPAN) // SPAN) /
107 3/8" 07 3/8" 107 3/8"
COMBINED WIDTH COMBI COMBINED WIDTH
Fw1r- w2 w, r-- W2 w1�r- w2
83" /// /// WINDOW /// 83" /� % WINDOW 83" J/ WINDOW
FRAME VylNDO // WINDO FRAME /I /
FRAME
HEIGHT / HEIGHT DO WINDOW
HEIGHT I
(MULLION /PA' SPAN) SPAN
�/ // (MULLION
/ / // / (MULLION)
S
/ /
W1 ---L � W2 W1 --- - W2 W1
107 3/8� 107 3/8" 107 3/8"
COMBINED WIDTH COMBINED WIDTH [::COMBINED WIDTH
APPROVED CONFIGURATIONS
MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED
WIDTH DOES NOT EXCEED 1073/8°AS SHOWN HEREIN.
Design pressure rating(pso Design pressure rating(psq
Units anchored Into wood framing Units anchored into masonry/concrete
ry
Mullion Tributawidth(In) Mullion Tributary wldth(in)
span(in) 18.13 25.50 36.00 14ZOO 148.00 62.13 span(In) 18.13 25.50 36.00 42.00 140.00 6213
25.00 130.0 130.0 130.0 130.0 130.0 130.0 25.00 130.0 130.0 130.0 130.01 130.0 130.0
37.30 130.0 130.0 130.0 130.0 130.0 130.0 37.36 130.0 130.0 130.0 130.0 130.0 130.0 SIGNED:06/i i/2015
49.63 130.0 130.0 130.0 130.0 130.073-676 49.63 130.0 130.0 130.0 130.0 130.0 130.0
62.00 130.0 130.0 112.0 103.0 97.3 94.7 1 62.00 130.0 130.0 128.7 118.4 111.8 108.965.63 130.0 130.0 MI WINDOWS AND DOORS ��1111111/II�
72.00 130.0 117.4 9133 82.8 77.0 74.11 72.00 130.0 130.0 104.9 95.2 8.6 85.2 650 WEST
PA 17030 STREET
��``\J`�.G ....f"
84.00 130.0 97.6 71.6 63.2 57.2 54.0 64.00 130.0 97.6 71.8 63.2 57.2 54.0 `V,IV SF,cP
CM-18531 - VERTICAL MULLION 0„ 61 *'
LARGE AND SMALL MISSILE IMPACT,LEVEL D,WINDZONE3 83" MULLION SPAN : (
DIMENSIONS IN CHARTARE FRAME DIMENSIONS AND DO NOT CONFIGURATIONS AND DP CHARTS ��, S.gTATE OF ;w�
INCLUDE FLANGE 0• w
DRAWN: DWG NO. REVV.
��FSi�[ORIOP
SCALE DATE 08-01443 A S�ONA 11E�����
NTS 01/11/12 2 OF 3
REVISIONS
2 1/2" MIN. REV DESCRIPTION DATE APPROVED
EDGE
DISTANCE MASONRY/CONCRETE A REVISED INSTALLATION DETAIL 06/10/15 R.L.
BY OTHERS 3 17/32"
a,
a, •a 1 1/4„
MIN. EMBEDMENT 1 1/8
_1
L SECT CM-18531 MULLION
ALUMINUM 6005-T5.125"THICK
1/4" TAPCON
SECT5768
CLIP
4 5/8"
SECT CM-18531
MULLION
1 29/32" Ll 27/32"
SECT5768 �—
CLIP 25/32"
1 9/16" p p
#10 WOOD SCREW CLIP INSTALLATION
4X 05/32"
3/8"� 1
1 3/8" MIN. SECT5768 CLIP
EMBEDMENT ALUMINUM 6063-T5.093"THICK
1/2" MIN. WOOD FRAMING/
--{ EDGE 2X BUCK
DISTANCE
SIGNED:06/11/2015
VERTICAL C S SECTION
MASONRY/CONNSTAL AND
WOOD FRAMING MI WINDOWS
WEST ARA ED SDOj
GRATZ, TREET
PA 17030-03EET
v.�\CENS�.
NOTES: CM-18531 — VERTICAL M *• 0,.661
1 FOR FRAMING INSTALLATION USE ALL FOUR HOLES IN 83" MULLION SPAN ••
INSTALLATION CLIP. INSTALLATION DETAIL ; STATE OF ,• \
�O.
2) FOR MASONRY/CONCRETE INSTALLATION USE HOLES DRAWN: owD No. 08-014S 0RAT EACH END OF INSTALLATION CLIP. INSTALL TWO TAPCONS PER CLIP. scALE NTS onrE 01/11/12 SHEET ��/poi AL1E����