HomeMy WebLinkAboutPRODUCT APPROVAL WINDOWS MULLIONS3/30/2018
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411 Product Approval
USER: Public User
Product Approval Menu > Product or Application Search > Application List > Application Detail
Fl- #
FL15353-R3
Application Type
Revision
Code Version
2017
Application Status
Approved
Comments
Archived 0
Product Manufacturer MI Windows and Doors
Address/Phone/Email 650 West Market Street
Gratz, PA 17030
(717)365-3300 Ext2560
bsitlinger@miwd.com
Authorized Signature Brent Sitlinger
bsitfinger@miwd.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Mullions
APES 0 4 2.018
ST. Lucie C!aunty, Permitting
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Luis R Lomas, PE
PE-62514
National Accreditation and Management Institute
12/31/2018
Steven M. Urich, PE
91 Validation Checklist - Hardcopy Received
FL15353 R3 COI FLCOI.pdf
Standard
AAMA 450
Year
2010
File Copy
Product Approval Method
Method 1 Option D
https://floridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWISXrzuhnEtBQs8TPfy5iOGhEwd"rixFT5Q%3d%3d 1/3
3/30/2018
Florida Building Code Online
11
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
10/16/2017
10/23/2017
10/26/2017
12/12/2017
FL # Model, Number or Name Description
15353.1 5764 Horizontal Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15353 R3 II 08-01448B.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_512072B.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
FL15353 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
FL15353 R3 AE_5120638.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.pdf
Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PEPE-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_512073B.pdf
span: 156-3/8" Created by Independent Third Party: Yes
15353.4
5765
Vertical Aluminum Mullion
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15353 R3 II_08-01440B.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 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 II_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 512066B.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 II 08-01451B.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 512075B.pdf
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
FL15353 R3 II 08-01452B.pdf
Approved for use outside HVHZ: Yes
Verified By: Luis R Lomas, PEPE-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 I CM-18531 I Vertical Aluminum Mullion
https:/tfloridabuilding.org/pr/pr app_ U.aspx?param=wGEVXQwtDgtHB572gvdWiSXrzuhnEtBQs8TPfy5iOGhEwdHrixFT5Q°/`3d%3d
2/3
A
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 DOORS, 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) MULUON VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED
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
RE ONS
pFSC oN CAM APPROWD
REVISED INSTALLATION DETAILS 06/10/15 R.L.
REVISED ANCHORING NOTES 06/07/17 R.L.
ANCHORING NOTES:
1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 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 3/16" 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.
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 THAN 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 (.048") FY=33KSI/FU=52KSI OR
ALUMINUM 6063-T5 FU=30KSI .048" THICK MINIMUM.
6) FOR ATTACHING WINDOW UNITS TO MULLION USE #10 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.
TABLE OF CONTENTS
7 NO. DESCRIPTION
1 NOTES
2 CONFIGURATIONS AND DP CHART
3 INSTALLATION DETAILS
4 COMPONENTS
MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
GRATZ. PA 17030-0370
CM-18514 - VERTICAL MULLION
83" MULLION SPAN
NOTES
V.L IOB-01442
Oa NTS — 01/11/12 1-1 OF 4
L ROBERTO LOMAS RE
11V WDOOFORD RO LEMSVUL& NC27W3
434L98.0M dbmas@k m&Voo-
SIGNED: 1011612017
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Lu,
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NA n�a\
Luis R. Lomas P.E.
FL No.: 62514
A
�C,B�rIDZHI 'B `DZHJ ;B `DHIWWWTWZ
FRAME ( 'H7NOOW FRAM 'w,NDOW WINDOW
HEIGHT WINDOW WINDOW . HEIGHT WINDOW HEIGHT
(MULLION (MULLION (MULLIONSPA' 1 1 SPA' 1 1 SPA' 1 1
F_ 107 3/8' 107 3/8"
W1 COMBINEDW2Hq F_ W7 COMBW2
83" J I J WINDOW J B� J WINDOW J
FRAME /WINDO ` ! WINDO FRAME
HEIGHT / HEIGHT WINDO1 WINDO
(MULLION f (MULLION
SPAN) SPAN)
W2�073/-�COMBINE�� OM8DTH W2
107 3/8"
COMBINED WIDTH
"I�" !W7 W2 !
B3"
FRAME J I I WINDOW J
HEIGHT / /WNDQW
`s1 1 1
W7
107 3/8"
COMBINED WIDTH
APPROVED CONFIGURATIONS
MULTIPLE UNITS MAYBEMULLED TOGETHER AS LONGAS COMBINED
WIDTH DOES NOT EXCEED 107318'AS SHOWNHEREIN.
R ONS
DESCRIPTION MTE ARFROlED
REVISED INSTALLATION DETAILS OB/10/15 R.L
REVISED ANCHORING NOTES 06/07/17 1 R.L.
Design pressure re6n9 (P.0
Units anchored Into wood Naming
Mullion
span (in)
18.13
Tributarywidth
25.50
136.00
1 4200
Qn
48.00
SZ13
25.00
120.0
120.0
1 120.9
1120.0
120.0
120.0
37.38
120.0
120.0
1120.01120.0
120.0
120.0
49.63
120.0
98.3
81.2
76.9
75.2
75.1
62.00
95.1
70.0
53.2
48.1
44.8
43.3
65.63
79.9
58.6
44.2
39.7
36.7
35.3
72.00
60.2
43.9
32.7
29.2
26.7
25.5
84.00
37.7
27.3
20.1
17.7
16.0
15.1
Design pressure rating with rebar option (pst)
Units anchored Into wood IramIng
Mullion
span (In)
18.13
T
25.50
butary
136.00
width
4200
in
48.00
5213
25.00
120.0
120.0
120.0
1200.
120.0
120.0
37.38
120.0
1 20.0
120.0
120.0
120.0
120.0
49.63
120.0
98.3
1 81.2
76.9
75.2
75.1
6200
96.4
73.6
58A
53.7
50.7
49.4
65.63
90.2
68.6
53.9
49.3
46.3
44.8
7200
81.0
61.2
45.8
40.1
37.3
35.6
84.00
52.7
38.1
28.0
24.7
22.3
21.1
Design pressure rdtln8 (PstJ
Units anchored Into masonry/comet.
Mullion
span (in)
18.13
Tributary
25.50
36.00
width (in)
4200
48.00
5213
25.00
120.0
120.0
120.0
12DO
120.0
37.38
120.0
120.0
120.0
120.0
120.0
49.63
120.0
109.2
90.2
85.4
83.5
6200
95.1
70.0
53.2
48.1
44.8
g25.5
65.63
79.9
58.6
44.2
39.7
36.7
7200
60.2
43.9
32.7
29.2
26.7
84.00
37.7
27.3
20.1
17.7
16.0
Design pressure rating with robar option (pso
Units anchored Info masonry/concreto
Mullion
span (in)
18.13
Tributary
25.50
36.00
width
4200
In
48.00
15Z13
25.00
120.0
120.0
120.0
120.0
120.0
120.0
37.31
1 20.01
120.0
120.0
120.0
120.0
120.0
49.63
120.0
109.2
90.2
85.4
83.5
83.4
62.00
167.1
81.8
84.8
59.7
56.3
54.8
6S.63
100.2
76.2
59.9
54.8
51.3
49A
7200
84.2
61.4
45.8
40.8
37.3
35.6
84.00
52.7
38.1
28.0
24.7
22.3
21.1
LARGEAND SMALL MISSILE IMPACT, LEVEL D. WIND ZONE 3
DIMENSIONS IN CNARTARE FRAMEDIMENSIONS AND DO NOT
INCLUDE FLANGE
SIGNED: 10/16aO17
MI WINDOWS LLC
OSTTR
II�IIIC1�
650 WEST MARDKET ET
GRATZ, PA 17030-0370
`v•�VOENSF••��'
_ *•6 'k�
CM-18514 - VERTICAL MULLION
BRA MULLION SPAN
CONFIGURATIONS AND DP CHARTS
�p STATE OF ty�
•
'�5;:70R% V' G\�
DRAWN: Dec No. REV
V.L.08-0011442 8
�NA 11EaVV�\
R.ls
Luis
NoLomas P.E.
.: 62514
aA C
NTS 01/11/12 2 OF 4
L ROBERTO LOMAS RE
1432WOODFORDRDLEWSWLL&NC270M
434488-0609 dbmasgkbmmMp
1" MIN.
EDGE
DISTANCE
MASONRY/CONCR
,. BY OTHERS
°'
•• 1 1/4'
•°
'e •' MIN. EMBEDMENT
_J
II II
I
1/4" ELCO ULTRACON
TAPCON
SECT5796
CLIP
SECT CM-18514
MULLION
SECT5796
CLIP
#10 WOOD SCREW
1 3/8" MIN
T
WOOD FRAMING/
I 2X BUCK
1/2' MIN. I BY OTHERS
EDGE DISTANCE
VERTICAL CROSS SECTION
MASONRY/CONCRETEAND WOOD FRAMING
INSTAUARON
.EMBEDMENT
REVISIONS
REV DESCRIPOON DATE APPROVED
A REVISED INSTALLATION DETNLS 06/10/15 R.L.
8 REVISED ANCHORING NOTES 06/07/17 R.L.
<6�>
SECT5796
CUP
_ _ #10 SMS OR
—, SELF DRILLING
I I I I SCREW
METAL
STRUCTURE
1 /2' MIN. BY OTHERS
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL INSTALLATION
CLIP INSTALLATION
SIGNED: 1011612017
MI 650DWESS MARDKETCOSTREET LLC \\`\J\5 iR IIlI0�i
GRATZ. PA 17030-0370 ` v,•�VGENS�.gU+
CM-18514 — VERTICAL MULLION *• 0 5
83" MULLION SPAN
INSTALLATION DETAILS7E
oRArN: oxc No. RLv %'�s F<ORiOP' G��\�
6ruc NTS ogre 01/11/12 08 —32 OF 4 8
LROBERTOLOMASP.E Luis R. Lomas P.E.
1432 WOODFORD ROLEMSYRIE, NC2ND FL No.: 62514
43"88.060s Iftmo &b—pAFL
-
—{ 2 3,16" r
1 7/32°
SECT CM-18514 MULLION
ALUMINUM 6005-T5.125• THICK
3 3/4°
1" 3/8"
13/32"
2 1/32" 2 7/8"
27/3J 2-
SECT5796 CLIP
FOR CONCRETE INSTALLATION
ALUMINUM 6063-75.125•THICK
2X 07/32°
1 13/16"
RF-185-1 REBAR
16 GA (063 % GALVANIZED STEEL
3 3/4"
3/8•
13/32"
2 X 07/32"
I 2 1/322 7/8"
27/31 2.
T
SECT5796 CLIP
FOR CONCRETE INSTALLATION
ALUMINUM 6063-75.125•THICK
3 3/4"
--{I 2 3/16"
3/6•
27/32"
1 9/16"
2X 07/32°
1 9/16-
1
SECT5796 CLIP
FOR WOOD FRAMING INSTALLATION
ALUMINUM 6063-T5.125• THICK
RMON9
DESCRIPRON M0: APPRWFD
REVISED INSTALLATION DETAILS 06/10/15 R.L
REVISED ANCHORING NOTES 06/07/17 R.L
SIGNED: 1011612017
MI ANDOSOTREET LLC
650DWE5OWS 5 MARKET
t..LL���''/'
ENs�•�+
GRATZ, PA 17030-0370
` �,••��G
D 6 *=
— �1a��frc�°
CM-18514 — VERTICAL MULLION*•
83" MULLION SPAN
COMPONENTS
E OF
�iOR\OP
DMWN: M NO. REV
08 8
,SLON1Ai110?\\\�
Luis R. Lomas P.E.
FL No.: 62514
swc NTS wre 01 /11/12 sNm 42 OF 4
L ROBERTO LOMASP.E
1432 WOODFORD RDLEMSVILLE.NC27023
d8 434 0 09 ,Ikma @kk asPamm .