HomeMy WebLinkAboutPRODUCT APPROVAL WINDOW MULLIONS (2)�`' • Florida Building Code Online
Page 1 of 3
y.� iR,R •: 3.t� ii � � r � rx �w't^� p�{.y� u s,�yy. rsw ,r s -+-'Rt
Florida D-partment! BCIS Home Log In ; User Registration ; Hot Topics Submit Surcharge % Stats & Facts ; Publications j FBC Staff BCIS Site Map Links ; Search
Busines-/(�,�
`� Product Approval
Professional USER: Public User E
Regulation
Product Aoprnval Menu > Product or Acolicatton Search > Application Lkt > Application Detail
� ,''-x+N�-u*, FL F FL15353-R2
"'' Application Type Revision
Code Version 2014
Application Status Pending FBC Approval
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Emall
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed the
Evaluation Report
Florida License
Quality Assurance Entity
' Quality Assurance Contract Expiration Date
Validated By
Certificate or Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards,
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
httD://floridabuilding.org/pr/pr_app_
MI WindowsandDoors
650 West Market Street
Gratz, PA 17030
(717) 365-3300 Ext 2560
bsltlinger@mlwd.com
Brent Sitlinger
bsitlinger@miwd.com
Windows
Mullions
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
J Evaluation Report - Hardcopy Received
Luis R Lomas, PE
PE-62514
National Accreditation & Management Institute
12/31/2015
Steven M. Urlch, PE
Validation Checklist - Hardcopy Received
FL15353 R2 COX FLCOI idf
1710.5.3
Method 2 Option B
06/15/2015
06/15/201S
�/7/14/2015
Florida Building Code Online
Page 2 of 3
Date Pending FBC Approval 06/21/2015
Summary of Products
FL #
IlAodel, Number or Name
Description
j 15353.1
15764
Horizontal Aluminum Mullion
j Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL15353 R2 II 08-01448A.pil
Approved for use outside HVHZ: Yes
.Verified By: Luis R Lomas, PE PE-62514 i
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 span:
FL15353 R2 AE 512072A.pdf
52-1/8".
1 Createdby Independent Third Party: Yes
15353.2 157r,4
Vertical Aluminum Mullion
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL15353 R2 II 08-01439A.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 span: 83'
FL15353 R2 AE 512063A.odf I
Created by Independent Third Party: Yes
15353:3 15765 �—
Horizontal-Aluminum,Mullion _
Fbiniwof Use - - - T.-'�'�``"' M--=• ��:>q
In;tallati_on 3nstruttiorls•�
r
AQproved for use in HVHZ: No
FL15353 R2 11 08-01449A.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 j
Other MBx Slflgie WIntlOW.51Ze: 52=Y/87 x:84?.,Ma%mu111on Span -
R35353-R2 AF. 522071A.odf .-- - --
-Yes
���- rcRa--� �--•
Created by Independent Third, Parry:
15353.4 15765
Vertical Aluminum Mullion
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL15353 R2 It 08-01440A.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 span: 83".
FL15353 R2 AE 512064A.odf
Created by Independent Third Party: Yes j
15353.5 04-18514
Vertical Aluminum Mullion
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL15353 P.2 Il 08-01442A.0
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 length -
FL15353. R2 AE 512066A.odf
83",
Created by Independent Third Party: Yes
15353.E CM-18520
Horizontal Aluminum Mullion
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15353 m 11 08-01451A pdf
Approved for use outside HVHZ: Yes
Verified By: Luis R Lomas, PE PE-62514
Impact Resistant, Yes
Created by Independent Third Party: Yes j
Design Pressure. N/A
Evaluation Reports
Other: Max single window size - 52-1/8' x 84". Max mullion span -
FL15353 R2 AE 512075A.rxlf
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
F115353 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 64". Max mullion span -
FL15353 R2 AE 512076A.Cdf
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 R2 lI 08.01443A 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: Maxsingle window size: 52-1/8' x W. Max mullion span - 83'
FL15353 R2 AE 512.067A.129f
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 R2 It 08-01453A.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 span -
FL15353 R2 AE 512077A.odf
104-1/4"
Created by Independent Third Party: Yes
15353.10 CM-18533
Vertical Aluminum Mullion
Limns of Use
Installation Instructions
Approved for use in HVHZ: No
FL15353 R2 11 08-01444A 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
Other: Max window size: 52-1/8" x 84". Max mullion span: 83'
Evaluation Reports
Ft 15353 R2 AE 512068A nrif
single
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 R2 fi 06-01454A.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 span:
FL15353 R2 AE 517078A.pdf
104-1/4'.
Created by Independent Third Party: Yes
htty://floridabuiiding.org/car/car_app_dtl.aspx?param=fGEVXQwtDgtH8572gvdWISXrzuli... 7/24/2015
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) MULLION 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 = t 1 + V
2
REVISIONS
REV I DESCRIPTION I DATE I APPROVED '
A I REVISED INSTALLATION DETAILS 06/10/15 1 R.L. '
ANCHORING NOTES:
1) FOR ANCHORING INTO WOOD FRAMING OR 2X'SUCK 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 1/4" TAPCON WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT
WITH 2 1/2" MINIMUM EDGE DISTANCE, LOCATE ANCHORS AS
SHOWN IN INSTALLATION DETAILS SHEET 4.
3) ALL FASTENERS TO BE CORROSION RESISTANT.
4) 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).
5) TO ATTACH MULLION TO CLIP USE (4) h10 x 1 1/4" SELF
DRILLING SCREWS PER CLIP. SCREWS MUST BE FIELD INSTALLED,
HOLES FOR SCREWS ARE NOT PRE —DRILLED BY MANUFACTURER.
I TABLE OF CONTENTS.
SHEET NO. DESCRIPTION
NOTES
CONFIGURATIONS AND DP CHART
INSTALLATION DETAILS
MI WINDOWS AND DOORS
650 WEST MARKET STREET
GRATZ, PA 17030-0370
CM-18531 - VERTICAL MULLION
83" MULLION SPAN
GENERAL NOTES
DRAYIN: TWO NO.
V. L. 08-01443
SCALE NTS JOATE 01/11/12 1 SHEEr1 OF
SIGNED: 0611112015
E N ���9s�'i
F'
oTATE OF
0,
i���is �ZZOR1DP
*"7'9 ONA 11��\��\
107 3/8"
T
OMBINED WIDTH
W1 I[- W2
BS
FRAME HEIGHT WINDOW WINDOW
(MULLION /
SPAN) j
J-
F_ 107 3/6"
COMBINED WIDTH
W1- r-W2
1117 3/11"
COMBINED WIDTH r
W 1 -jr W2 -_jll
83" f �
FRAME WINDOW WINDOW
INDOW
(MULLION.
SPAN) ` !
id /d
83"
J
/ f WINDOW
FRAME
HEIGHT
WINDOM,
f
WINDOW,
(MULLION
SPAN)
tw1 �t- w2
-C107 3/8"
OMBINED WIDTH
Design pressure rating (Pan
Units anchored Into wood framing
Tributary w ,
18.13 26.60 30,00 42.00
pn)
48.00 52.13
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
139.0
130.0
130.0
130.0
E409.63
130.0
130.0130.0
130.0
130.0
130.0
112.0
103.0
97.3
94.7
1300
130.0
1113.5
9.
fiB.B
B6,0
130.0
1174
91.3
62.6
77.0
74.1130.D
97.6
71.6
'63.2
57.2
54.0
107 3/8-
Twi
OMBINED WIDTH
-Ir W2
8� IINDOWFRAME 4DOW
HEIGHT
(MULLION
SPIT N) r/
107 3/8"
COMBINED WIDTH
F-W
1� /W2 /
83" J/ / WINDOW a
FRAME
HEIGHT WINDOW WINDO
(MULLION
SPAN)
L::-W1W2
107 3/8-
COMBINED WIDTH
REYSCNS
REV I MSCRiMN DATE APFROVEO
A I REVISED INSTALLATION DETAILS 106/10/15 R.L.
_ 107 3/8"
COMBINED WIDTH
W1-1r-W2
831, /f J/ WINDOW
FRAME
HEIGHT WINDOM
(MULLION
SPAN) f
APPROVED CONFIGURATIONS
MULTIPLE UNITS MAYBE MULLED TOGETHER AS,LONG AS COMBINED
WIDT14-00ES NOT EXCEED 107 318'AS SHOWN HEREIN.
Design pressure rating (psn
Units anchored Info masonry/concrete
Tributary width (in)
18.13 25.50 36.00 42.00 48.00 52.13
130.0
130.0
130.0
130.0
130.0
130.0
N9.63
130.0
130.0
130.0
130.0
130.0
130.0
130.0
13110
130.0
130.0130,0
13 0. 0
1287
118.4
111.8
108.9130.0
130.0
118.9
106.E
102.1*8�..
130.0
130.0
104.9
96.2
68.584.00
130.097.6
71.8
62
57.2
LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE
.DIMENSIONS 1N CHART ARE FRAME DIMENSIONS AND 00 NOT
INCLUDE FLANGE
�W1-11`--w2
107 3/8"
COMBINED WIDTH
MI WINDOWS AND DOORS
650 WEST MARKET STREET
GRATZ, PA 17030-0370
CM-18531 - VERTICAL MULLION
83" MULLION SPAN
CONFIGURATIONS AND DP CHARTS
DRAWN: DV/G N0.
V.L. 08-01443
SCALE NTS DATE 01/11/12 ISKE2 OF 3
SIGNED: 0611112015
?7 i
•��GENSF'?s�:
T((ME�.���.
/� 0R1OP• �7�
ONA1�1
2 1/2" MIN.
--{ EDGE
DISTANCE MASONRY/CONCRETE
BY OTHERS � 3 17/32"
c 1 1/4„
o°74 MIN. EMBEDMENT
L SECT CM-18531 MULLION
ALUMINUM 6005-T5.125" THICK
1/4" TAPCON
SECT5768
CLIP"
4 5/8"
SECT CM-18531
MULLION
i 29/32" 27/32"
SECT5768 f 25/32"
CLIP
1 9/16" O I O
11
#10 WOOD SCREW
4X 05/32"
3/8"
1 3/8" MIN. SECT5768 CLIP
EAAREDMENT ALUMINUM 6063-T5,083"THICK
1/2" MIN. WOOD FRAMING/
—�I EDGE 2X BUCK
DISTANCE BY OTHERS
VERTICAL CROSS SECTION
MASONRY/CONCRETE AND WOOD FRAMING
INSTALLATION
NOTES:
1) FOR FRAMING INSTALLATION USE ALL FOUR HOLES IN
INSTALLATION CLIP.
2) FOR MASONRY/CONCRETE INSTALLATION USE HOLES
AT EACH END OF INSTALLATION CLIP. INSTALL TWO
TAPCONS PER CLIP.
REVISIONS
DESCRIPTION DATE APPROVED
REVISED INSTALLATION DETAIL 06/10/15 1 R.L.
a
CLIP INSTALLATION
MI WINDOWS AND DOORS
650 WEST MARKET STREET
GRATZ, PA 17030-0370
CM-18531 - VERTICAL MULLION
83" MULLION SPAN
INSTALLATION DETAILS
IAM DING NO.
.L. 08-01443
ALE NTS IDATE 01 /1 1 /12 5H` 73 OF 3
SIGNED: 0611112015
!L O
o TTAAT�IrFF ; E O
%ate.A�0R1'Dt-
i��7s/ONA,1O:\1\���
1 3/B"
MIN. EMBEDMENT
1/2" MIN.
EDGE
DISTANCE
WOOD FRAMING
OR 2X BUCK
BY OTHERS
#10 WOOD
SCREW
SECTS768
/ CLIP INTERIOR
L�
CM-18532 MULLION
SELF STACK
1/4" TAPCON-�
EXTERIOR
MULLION INSTALLATION
ANCHORING NOTES:
1) FOR ANCHORING INTO CONCRETE USE 1/4• TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1
1/4" 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 P10 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.
61 ALL FASTENERS TO BE CORROSION RESISTANT.
7) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S
INSTALLATON 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
S. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI.
REVISIONS
REV DESCRIPTION DATE I APPROVED
1 1/4" A REVISED INSTALLATION DETAILS 06/10/15 1 R.L.
MIN. EMBEDMENT
2 1/2"
° d•. MIN.
EDGE
DISTANCE
d
MASONRY/CONCRETE
BY OTHERS
d
SIGNED: 0611112015
Msso IwDOWESTMARKETS ANDDOORS
I Ijro
GRATZ, PA 17030-0370
`TREET \`\g11P.
��r ••\LENS 9J,%
061 k=
CM-18532 HORIZONTAL MULLION*•
SINGLE, TWIN AND TRIPLE WITH TRANSOM
- ( -
INSTALLATION DETAILS
O; STATE OF
✓i�'n�S °P[ p jj10P; G�A\�
DRAWN:
DVIG NO.
REV
V.
08-0 E453
A
SCALE DaiE
NTS 03/06/12 3 OF 3
H1
168"
MAX.
COMBINED
HEIGHT H2
.I�
156 3/8"
MAX. UNIT WIDTH
I-- (MULLION SPAN)
WINDOW
WINDOW
WINDOW
WINDOW
d- ,.w ranarifv rhart theft
Tributary
Mullion
Span and individual unit width (In)
Height
54,00
72.00
90.00
108.00126.00
144.00
156.38
(in)
f8.00
24.00
30.00
36.00
42.00
48.00
52,13
18.00
130.0
130.0
130.0
130.0
116.2
87.5
68.2
24.00
13D.0
130.0
130.0
106.2
89.4
66.0
51.5
30.00.
130.0
130.0
108.7
87.7
73.5
53.2
41.4
36.00
130.0
123.5
94.1
T5.5
62.9
44.7
34.8
42.00
130.0
110.0
83.4
66.8
55.5
38.7
30.1
48.00
130.0
99.9
75.3
60.1
49,9.
34.2
26.5
54.00
130.0
92.1
69.0
54.9
45.5
30.7
23.8
60.00
129.4
86.0
64.0
50.7
41.9
27.9
21.8
66.00
1 122.4
81.1
59.9
47.3
38.9
116.2
77.2
56.5
44.4
36.1
23:7
18.3
L72.00
78.00
110.5
1 73.9
1 53.7
1 42.0
33.8
22.1
17.1
64.00
105.4
1 70.8
1 51.4
1 40.0
1 31.8
20.8
16.0
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
DESCRIPTION DATE I APPROVED
REVISED INSTALLATION DETAILS 06/10/15 1 R.L.
4 5/8"
1 29/32" H 27/32"
II a 8
1 9/16" O O
3/8
6XP5/32"
"i � 1"
SECT5768 CLIP
ALUMINUM 6063-T5.093' THICK
FOR WOOD FRAMING INSTALLATION
4 .3" - --{
13/16" I 3"
1 9/16" 0 25 32
SECT5768 CLIP 2Xm5/32"
ALUMINUM 6063•T5.093'THICK
FOR MASONRY/CONCRETE INSTALLATION
RIBUTARY HEIGHT = H1 + H2
2
5 3/32"
CM-18532 MULLION
ALUMINUM 6005•TS.125"THICK
MI WINDOWS AND DOORS
650 WEST MARKET STREET
GRATZ, PA 17030-0370
CM-18532 HORIZONTAL MULLION
SINGLE, TWIN AND TRIPLE WITH TRANSOM
ELEVATION AND COMPONENTS
DRAWN: 'DWGNO.
V.L. 08-01453
SCALE NTS I DATE 03/06/12 1SHEET OF 3
SIGNED: 0611112015
52 1/8"
MAX. UNIT WIDTH �•----�
(MULLION SPAN)
H 1 WINDOW
H1 WINDOW
MAX.168" I COMBINED
MAX, L MAX,
COMBINED - COMBINED
HEIGHT HEIGHT H2 WINDOW WINDOW
N2 WINDOW
Mavimum daelrm Amcccura /ncfl
Tributary
height
Mullion span (in)
18.00 24.00 30.00 36.00 42.00 148.00 52,i3
18.OD
130.0
130.01
130.0
130.0
130.0
130.0
130.0
24.00
130.0
130.0
1130.0
130.0
130.0
130,0
130.0
30.00
130.0
130.0
130.0
130.0
130,0
130.0
130.0
36.00-
130.0
130.0
130.0
430.0
130.0
1300
130.0
42.00
130.0
130.0
130.0
130.0
130. 0
130.0
130.0
48.00
130.0
130.0
130.0
,130.0
130.0
130.0
,,130.0,
64.00
130.0
130,0
130.0
130.0
130:0
130.0
130.0
60.00
130.0
130,0
130,0
130.0
130.0
130,0
130.0
66.00
130.0
130.0
130.0
130.0
130.0
130.0
130.0
72.00
130.0
130.0
130.0
130.0
130.0
130.0
130.0
78.00
130.0
130.0
130.0
130.0
130.0
130.0
130.0
84.00
130.6
130,0
130.0
130,0
130.0
130.0
130:0
LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE
DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND 00 NOT
INCLUDE FLANGE
104.25"
MAX. UNIT WIDTH
(MULLION SPAN)
Mavimum daQIrm nmeama ranarity rharl /ncfl
Tributary
Mullion
Span and Individual unit width (in)
Height
(In)
36.00
48.00
60.00
72.00
1 KOO
196.00
104.25
1&00
24.00
30.00
36.00
42.00.
4&00
5Z13
16.00
130.0
130.0
130.0
130.0
130.0
130.0
130.0
24.00
130.0
130.0
130.0
130.0
130.0
121.3
110.5
30.00
130.0
130.0
130.0
130.0
118.2
100.7
91.4
30,00
130.0
130.0
130.0
125.8
103.0
87.1
78.8
42.00
130.0
130.0
130.0
113.7
92.5
77.7
70.0
48:00
130.0
130.0
130.0
104.5
84.7
70.8
63.5
64.00
130.0
130.0
127.0
97.4
75.6
65.5
58.6
60.00
130.0
130.0
120.8
91.8
1 73.7
1 61.2
54.7
88;00
130.0
130.0
115.7
B7,4
69,7
57.7
51.5
72.00
130.0
130.0
110.9.
B3.9
66.5
64.8
48.8
78.00
130.0
130.0
106.6
80.9
63.8
52.4
46.5
84.00
130.0
130.0
102.6
78.1
1 61.6
1 50.3
44.6
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 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 LUTE I APPROVED
REVISED INSTALLATION DETAILS 06/10/15 1 R.L.
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
CM-18532 HORIZONTAL MULLION
SINGLE, TWIN AND TRIPLE WITH TRANSOM
ELEVATION AND GENERAL NOTES
V. L. 1 08-01453
S.ME NTS °A7E 03/06/12 1 S"EET1 OF 3
SIGNED: 0611112016
0k IIII//,,z
oh!
J �,••'\r,ENq�..
TATr�Z