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HomeMy WebLinkAboutPRODUCT APPROVAL WINDOW MULLIONSs
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Product Approval Menu > Product or AopUcation Search > Agpllcatlon Llst > Application Detall
FL #
Application Type
Code Version
FL15353-R3 Woe Corp
Revision Np Noy` pave G
2017 \A) Con%{er
50
Application Status
Comments
1ot
Approved Meadowoo OZ-p5gg
permit # 1$
Archived
Ll
Product Manufacturer MI Windows and Doors
Address/Phone/Email 650 West Market Street
Gratz, PA 17030
(717) 365-3300 Ext 2560
bsitlinger@miwd.com
Authorized Signature Brent Sltlinger
bsitlinger@miwd.com
�'�
Technical Representative �
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Mullions
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional, Engineer
.J Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Luis R Lomas, PE
Evaluation Report
Florida License PE-62514
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Steven M. Urich, PE
4 Validation Checklist - Hardcopy Received
Certificate of Independence FL15353 R3 COI FLCOI.pdf
Referenced Standard and Year (of Standard) Standard Year
AAMA 450 2010
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/16/2017
Date Validated 10/23/2017.
Date Pending FBC Approval 10/26/2017
Date Approved 12/12/2017
Summary of Products
FL #
Model, Number or Name
Description
15353.1
5764
Horizontal Aluminum Mullion
Limits of Use
Installation Instructions.
Approved for use in HVHZ: No
FLIS353 R3 ii 08-014488.pdf
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
FLIS353 R3 AE 5120728.pdf
span: 104-1/4".
Created by Independent Third Party: Yes
15353.2
5764
Vertical Aluminum Mullion
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL1_5353 R3 II 08-01439B.pdf
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
FLIS353 R3 AE512063B.pdf
span: 83"
Created. by Independent Third Party: Yes
15353.3
5765
Horizontal Aluminum Mullion
Limits of Use
Installation Instructions
Approved for use in HVHZ:No
FL15353 R3 II 08-01449B.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
FLIS353 R3 AE 512073B.pdf
span: 156-3/8"
Created by Independent Third Party: Yes
5765
Vertical Aluminum Mullion
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FLIS353 R3 II 08-014408.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
FLIS353 R3 AE 512064B.pdf
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
FL15353 R3 11 08-01442B.pdf
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 R3 AE '5120668.pdf
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 R3 I1 08-01451B.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 847. Max mullion
FL15353 R3 AE 512075B.psif
span - 156-3/8"
Created by Independent Third Party: Yes
15353.7
CM-18523
Horizontal Aluminum Mullion
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FLIS353 R3 Ii 08-01452B.ndf
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 R3 AE 512076B.pdf
span - 104-1/4".
Created by Independent Third Party: Yes
15353.8
CM-18531
Vertical Aluminum Mullion
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15353 R3 II 08-01443B.pdf
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
FLIS353 R3 AE 512067B.pdf
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
FU5353 R3 Ii 08-01453B,Ddf
Approved for use outside HVHZ: Yes
Verifled 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 R3 AE 512077B.pdf
span - 156-3/8"
Created by Independent Third Party: Yes
15353.10
CM-18533
Vertical Aluminum Mullion
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15353 R3 II 08-014448.pdf
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
FLIS353 R3 AE 5120685.pdf
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
FL15353 R3 ti 08-01454B.Ddf
Approved for use outside HVHZ: Yes
Verifled 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
FLIS353 R3 AE 512078B.pdf
span: 156-3/8".
Created by Independent Third Party: Yes
Bark Next
Contact Us:: 2601 Blair Stone Road, Tallahassee FL 32399-Phone:,850-487-1824
The State of Florida Is an AA/EEO employer, gipygght 2007-2013 State of Florida.:: rIP vacy Statement :: Accessibility. Statement :: fiefund 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 $50.487.2395. 'Pursuant to Section
455.275(1)y Florida Statutes, effective October 1, 2012, licensees licensed undeaChapter455, 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 jjg_r�L.
Product Approval Accepts:
Mm ® ©NN M
Credit Card
Safe
NOTES:
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
TRANSFER ALL LOADS TO STRUCTURE. FRAMING 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 MULLION. WINDOWS MUST BE APPROVED
UNDER SEPARATE APPROVAL
6) SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE
SHOWN IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED BY MI
WINDOWS AND ODORS, INC.
7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE
LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL
WINDOW OR DOOR UNIT.
8) 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 15 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.
MUWON RATING MUST BE EQUAL OR GREATER THAN REQUIRED
DESIGN PRESSURE OBTAINED IN STEP 1.
TRIBUTARY WIDTH .. Wl + W2
2
. q
REVISIONS
ALV DAM[ APPROVED
A REVISED INSTALLATION DETAILS 06/t0/15 R.L
0 REVISED ANCHORING NOTES O6/07/17 1 R.
ANCHORING NOTES:
1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 010 WOOD
SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8• MINIMUM
EMBEDMENT. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS
SHEET 3.
2) FOR ANCHORING INTO CONCRETE USE 1/4- ELCO ULTRACON
TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM
EMBEDMENT WITH 1' MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS
SHOWN IN INSTALLATION DETAILS SHEET 4.
3) FOR ANCHORING INTO METAL FRAMING USE #10 SMS OR SELF
DRILLING SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 3 THREADS
MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS
SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
3) 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
4) ALL FASTENERS TO BE CORROSION RESISTANT.
5) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH
ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS
SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS TWIN
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 (.0487 FY=33KSI/FU=52KSI OR
ALUMINUM 6063-T5 FU=3OKSI .048" THICK MINIMUM
TABLE OF CONTENTS
SHEET NO. DESCRIPTION DRAW
1 NOTES V.L
2 CONFIGURATIONS AND DP CHART suuE
3 INSTALLATION DETAILS
4 COMPONENTS
MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
GRATZ, PA 17030-0370
5765 VERTICAL MULLION
83" MULLION SPAN
GENERAL NOTES
08-01440
NTS — 01/11/12 1--1 OF 4
L ROBERTO LOULS RE
1432 WOODFORD RO LEWM%LQ MC2;=
4344904*W 10=00*6M35MCOM
SIGNED: 1011612017
``````y111ft.. L
�J•��G E N8�.9'A'�
*.
0E OF
4 IITIIl�O`
Luis R. Lomas P.E.
FL No.: 62514
707 3/8-
T
OMBINED WIDTH
w1FRAME
� � w2
HEIGHT WINDOW WINDOW
(MULLION
SPAN)
I /J
107 3/8-
COMBINED WIDTH
W1�� W2
I / `
BY
FRAME LOW
HEIGHT WINDOW
(MULLION
107 3/8-
COMBINED WIDTH
WI --j
W2
`�
J WINDOW
!!
!
J
FRAME
HEIGHT
WZIVDO&i
WINDO
(MULLION
SPAN)
!
w1--I {� wz
107 3/8-
COMBINED WIDTH
Desiml cressure raBna lcs8
107 3/8-
COMBINED WIDTH
Wi-11- W2
T83
FRAME LOW
HEIGHT
(MUWON
SPAN)
, /
F_
107 3/8`
COMBINED WIDTH
WI
W2
fWINDOW
FRAME /
HEIGHT
(MULLION
SPAN) ! !
w, {-
107 3/8-
:1
COMBINED WIDTH
Nulllon
span On)
Tributary
1&13 25.60
width
3&00 4Z00
n)
4&00 5Zl3
2S. 00
120.0
120.0
12D.0
12D.0
12D.0
120.0
37.30
120.0
120.0
120.0
120.0
120.0
120.0
A63
49.62
120.0
12 D. 0
113.8
107.8
105.4
105.3
62.00
120.0
103.2
81.8
75.3
71.1
69.2
65 63
120.01
95.1 1
7a6
69.1
64.9
62.8
7200
113.61
85.8 I
6&7
60.5
58.3
54.1
B4 00
95.4
1 71.3 1
54.5
49.0
45.0
42.9
REV OLSOEPWN DIE I APPROVED
A REVISED WSTALLARON DETAILS 06/10/15- R.L.
B REVISED ANCHORING NOTES 06/07/17 R.L
F_
,07 3/8-
COMBINED WIDTH
w, wz
3" WINDOW
FRAME /
HEIGHT WZNQQ WINDOW
(MULLION
SPAN)
IL
Wl----�I- W2
107 3/8-
COMBINED WIDTH
APPROVED CONFIGURATIONS
MULTIPLE UNITS MAYBE MULLED TOGETNERAS LONG AS COMBINED
WIDTH DOES NOT EXCEED 1073W ASSMINN HEREML
LARGEAND SMALL MISSILE DNPACT, LEVEL D. WIND ZONE 3
DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT
INCLUDE FLANGE
MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
GRATZ. PA 17030-0370
5765 VERTICAL MUWON
83" MULLION SPAN
APPROVED CONFIGURATIONS AND RATING CHART
08-01440
NTS JDAIE 01/11/12 --2 OF
I. ROBERTOLOMASPE
IM WOODFORDRDLEWLSVALE NO27=
O"N-0609 wwwotrbmmpunm
SIGNED: 1011612017
Luis R. Lomas P.E.
FL No.: 62514
1" MIN.
EDGE DISTANCE
MASONRY/CONCRETE
BY OTHERS
° • 1 1/4'
"° MIN. EMBEDMENT
I 1
I
1/4" ELCO ULTRACON
TAPCON
SECT5768
CLIP
SECT5765
MULLION
SECT5768
CUP
010 WOOD SCREW
1 3/8 MIN.
EMBEDMENT
WOOD FRAMING/
2X BUCK 1/2_ MIN.
BY OTHERS EDGE DISTANCE
VERTICAL CROSS SECTION
MASONRYXONCRETEAND WOOD FRAMING
INSTALLATION
NOTES:
1) FOR FRAMING INSTALLATION USE ALL FOUR HOLES IN
INSTALLATION CUP.
2) FOR MASONRY/CONCRETE INSTALLATION USE HOLES
AT EACH ENO OF INSTALLATION CUP. INSTALL TWO
TAPCONS PER CLIP.
RLV140NS
RL11 DESCR"ON DATE MR.,
A REVISED INSTALLATION DETAILS 06/10/15
B REVISED ANCHORING NOTES 106/07/17
METAL
STRUCTURE
BY OTHERS
AD/D,
LLION
:T5768
P
) SMS OR
F DRILLING
ZEW
1/2- MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL WSTALLATION
SIGNED: 1011612017
MI LLC
tiR IlC 1Q/�''''i
650DWE4T MARKET SOTREET
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GRATZ, PA 17030-0370
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5765 VERTICAL MULLION
83" MULLION SPAN
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INSTALLATION DETAILS
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DRAWN:
aAs NO.
REV
08-01440
Luis R. Lomas P.E.
FL No.: 62514
saaE NTS JDAM 01/11/12 sHtn 3 OF 4
L.ROSERFOLOLasPM
T432 WOODFORDRDLEWZVGIE NC 2=
43"1111.06M /tMw0kkM2VAmm
0.212'3.800'�
II -�
1.125"
SECT5765 MULLION
ALUMINUM soon-TS.125*THICK
4.624"
1.891`U 0.843'
81'
1.562" O O
�I 4X 00.17i"
0.375' --{ 1.000`
SECT5768 CLIP
ALUMINUM 6053•T5.OW THICK
RMORS
DESCFwwN as APPR6VED
REVISED INSTALLATION DETAILS 06/10/15 R.L.
REVISED ANCHORING NOTES 06/07/17 R.L.
SIGNED: 1011612017
MI AND LLC
R 11L
650DWESS MARKET SOTREET
GRATZ, PA 17030-0370
ID
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5765 VERTICAL MULLION
B3" MULLION SPAN
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FL No.: 62514
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