HomeMy WebLinkAboutProduct Approval Windows Mullions'Florida Building Code Online
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rofessi $ = .- Product UerApproval
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f Product'Aoproval Menu >Product or Aonlicatlon Search > Application List.> Application Detail
FL # FL35353-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/Email
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 of Independence
Referenced. Standard and 'Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Product.Approval Method
Date Submitted
Date Validated
MI Windows and Doors
650 West Market Street
Gratz, PA 17030
(717) 365-3300 Ext 2560
bsiUinger@miwd.cwm
Brent Sitlinger
bsitlinger@miwd.com
Windows
Mullions
Evaluation Report from a Florida Registered Architector a Licensed Florida.
Professional Engineer
' Evaluation Report - Hardcopy Received
Luis R Lomas, PE
PE-62514
National Accreditation & Management Institute
12/31/2015
Steven M. Urich, PE
:4: Validation Checklist - Hardcopy Received
F +5353 R2 COI FLGOr.odf
1710.5.3
Method 2 Option B
06/15/2015 r
06/15/2015
6
http://floridabuilding.org/pr/Pr--aPP-2
7/24/2015
'Florida Building Code Online
Page 2 of 3
Date Pending FBC Approval 06/21/2015
Summary of Products -v^
FL # Model, Number or Name
Description
15353.-1 .15764
Horizontal Aluminum Mullion
Limits of. Use
Installation Instructions
Approved for use In HVHZ: No
R15353 R2. 11 08-6144flkodf
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 512072A.odf
52-1/8".
Created by Independent Third Party: Yes
15353.25764
Vertical Aluminum Mullion
Limits or Use
Installation Instructions
Approved for use In HVHZ: No
EL15353 R2 11 08-61439A.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 l
Other: Max single window size: 52-1/8" x 841. Max mullion span: 83"
FL15353 R2 AE 512063A.odf
Created by Independent Third Pally: Yes
i535363 15765
Horizontal Aluminum Mullion
Limits o"se
Installation Instructions
Approved for use. In HVHZ: No
FL15353 R2 it 08-01449A.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:
FL15353 R2 AE 512073A.pdf
104-1/4'
Created by Independent Third Party: Yes
15353.4 15765
Vertical.Aluminum Mullion
Limits: of use
installation Instructions j
Approved for use in HVHZ: No
FLIS353 R2 11 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 CM-18514
vertical Aluminum Mullion
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15353 P2 it 03-01442A odf I
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.Ddf
83".
Created by Independent Third Party: Yes
i5353.6 CM-18520
Horizontal Aluminum Mullion
Limits of Use
installation Instructions
Approved for use In HVHZ: No
F1.35353 R:2 II 09-01451A ndr
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 - 52-118" x 84". Max mullion span -
FLIS353 R2 AE 512075A W
104-1/4'
Created by Independent Third Party: Yes- i
15353.7 CM-18523
Horizontal Aluminum Mullion
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15353 5353 R2 '11 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
Max single window size - 52-1/8" x 84". Max mullion span -
FL15353 R2 AE 512076A.pdf f
Other:
104-1/4".
Created by Independent Third Party: Yes
15353.8 CM-18531
Vertical Aluminum Mullion
Limits of Use
Installation Instructions i
Approved for use in HVHZ No
FL15353 R7 11 08.01443A calif
Approved for use,outside HVHZ: Yes
Verified By: Luis R Lomas, PE PE-62514 Ij
Impact Resistant: Yes
Created. by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: Max single window size: 52-1/8' x 94'. Max mullion span - 83"
FL15353 R2 AE 512067A ndr
Created by Independent Third Party: Yes
15353.9 CM-16532
Horizontal Aluminum Mullion
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15353 R2 11 08-01453A.pdr
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 -
FLIS353 S353 R2 AE 512077A.gdf
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
FL15353 R2 ti 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 single window size: 52-1/8" x 84". Max mullion span: 83'
Evaluation Reports
FLIS353 R2 AE 512068A ndf
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 05-01454A 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 single window size: 52-1/8" x 84'. Max mullion span:
Evaluation Reports
FL15353 R2 AE 512078A.pjif
104-1/4".
Created by IndeR2ndent Third Party: Yes
http://floridabuildina.org/pr/pr_app_dtl.aspx?param=wGEVXQwd)gtH8572gvdwIsxrzuli... 7/24/2015
52 1/8"
MAX. UNIT WIDTH
(MULLION SPAN)
F_111 WINDOW
MAX.
MAX.
COMBINED
HEIGHT
- H2 WINDOW
Maximum docinn nroaam m /nail
Tributary
--height
Mullion span (in)
18.00 24.00 30.00 36.00 4200 4&00 SZ13
1&00
130.01
130.0
130.0
130.0
130.0
130.0
130.0
24.00
130.0
130.0
130.0
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
130.0
130.0
130.0
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
54.00
130.0
130.0
130.0
130.0
130. 0
130.0
130.0
60.00
130.0
130.0
130.0
130.0
130.01
130.0
130.0
66.21
130.0
130.0
130.0
130.0
130.0
130.0
130.0
7200
130.0
130.0
130.0
130.0
130.0
130.0
130.0
78.00
1 130.01
130.0
130.0
130.0
130.0
130.0
130.0
84.00
1 130.01
130.0
130.0
130.0
130.0
130.0
130.0
LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3
DIMENSIONS IN CHARTARE FRAME DIMENSIONSAND DO NOT
INCLUDE FLANGE
104.25"
MAX. UNIT WIDTH
(MULLION SPAN)
H 1 WINDOW
168•
MAX.
COMBINED
HEIGHT H2 [WfNDDW1Fw1NDOW
Maximum dAmian nrPssure ranarRv rhart fmcil
Tributary
Mullion Span and
individual unit width on)
Height
On)
36.00
48.00
60.00
7200
84.00
96.00
104.25
1&00
24.00
30.00
3&00
4200
48.00
5213
18.00
130.0
130.0
130.0
130.0
117.7
78.4
61.0
24.00
130.0
130.0
130.0
130.0
89.9
59.7
46.4
30.00
130.0
130.0
130.0
118.7
73.4
48.5
37.6
36.00
130.0
130.0
130.0
101.8
62.5
41.2
31.9
4200
130.0
130.0
130.0
89.9
54.9
36.0
27.8
48.00
1 130.0
1 130.0
130.01
81.2
49.3
322
24.8
54.00
130.0
130.0
124.7
74.5
45.0
29.3
22.5
60.00
13Q.0
130.0
116.5
69A
41.6
27.0
20.7
66.00
130.0
130.0
109.9
65A
38.9
25.1
19.2
7200
130.0
130.0
104.0
62.2
36.8
23.6
18.0
78.00
130.0
130.0
98.7
59.6
35.0
22.3
17.0
84.00
130.0
130.0
93.9
57.2
33.6
21.3
16.1
LARGEAND SMALL MISSILE IMPACT, LEVEL D. WIND ZONE 3
DIMENSIONS IN CHART ARE FRAME DIMENSIONSAND DO NOT
INCLUDE FLANGE
DESIGN PRESSURE TABLE INSTRUCTIONS:
15 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.
TRIBUTARY HEIGHT= H1 + H2
2
TABLE OF CONTENTS
SHEET NO. DESCRIPTION
1. 2' ELEVATION, NOTES AND DESIGN PRESSURE CHARTS
3 INSTALLATION DETAILS
V.L.
REVISIONS
DESCRIPTION DATE I APPROVED
REVISED INSTALLATION DETAILS 06/11/15 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
5765 HORIZONTAL MULLION
SINGLE, TWIN AND TRIPLE WITH TRANSOM
ELEVATION AND GENERAL NOTES
08-01449
NTS IDAE 03/06/12 SHEETI
SIGNED: 0611212015
```` ,5 lR I IL 0
'�7i',�i
"• v�C E m'? f�
fT51 OF •��
�'�F•'��OR1aQ:• ����
��Viiis/OMAiIIN?G`N
1
N
CON
HE
156 3/8"
MAX. UNIT WIDTH
(MULLION SPAN)
HI
WINDOW
68"
AX.
BINED
IGHT H2
WINDOW
WINDOW
Maximum design pressure capacity chat (pst)
Tributary
Height
On)
Mullion Span
and
Individual
unit width
pn)
54.00
7200
90.00
108.00
126 00
144.00
156.38
18.00
I 24.00
130.00
36.00
42.00
46.00
5Z13
1&00
130.0
130.01
97.1
55.8
35.0
23A
182
24.00
130.0
130.01
73.8
42.3
26.5
17.7
13.8
30.00
130.0
119.4N26.9
34.2
21.4
14.2
11.1
36.00
130.0
101.5
28.9
18.0
12 0
42.00
130.0
89.0
25.1
15.6
10.3
4&00
130.0
79.8
22.3
13.8
-
54.00
130.0
72.8
20.1
12.4
-
60.00
129A
67.4
18.3
11.3
66.00
122.4
63.3
16.9
10.4
7200
116.2
60.0
15.8
78.00
110.5
57.2
14.864.00
105.4
54.7
14.0
LARGEAND 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
REVISED INSTALLATION DETAILS
4 5/8"
1 29/32" 27/32"
25/32" O C 3'8"
1 9/i6" O 13/16"
O
3/8'
6X05/32"
1"
SECT5768 CLIP
ALUMINUM 6063-T5.093•THICK
FOR WOOD FRAMING INSTALLATION
4 3'- -{
13/16" 3"
9/16" O 25 32'
SECT5768 CLIP 2Xm5/32"
ALUMINUM 6063-TS.093' THICK
FOR MASONRY/CONCRETEINSTALLATION
RIBUTARY HEIGHT - H1 + H2
2
DATE I APPROVED
06/11/15 1 R.L.
SECT5765 MULLION
ALUMINUM 6005-T5.125" THICK
MI WINDOWS AND DOORS
650 WEST MARKET STREET
GRATZ, PA 17030-0370
5765 HORIZONTAL MULLION
SINGLE, TWIN AND TRIPLE WITH TRANSOM
ELEVATION AND COMPONENTS
V. L. 1 08-01449
vI` NTS I DATE 03/06/12 ISHEET2 OF 3
SIGNED: 0611212015
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 06/11/15 R.L.
1 3/8"
OD MIN. EMBEDMENT
MIN. EMBEDMENT
5765 MULLION
57681/2
MIN.
LS'
INTERIOR 1/4" TAPCON
d< 2 1/2"
EDGE
MIN.
DISTANCE
EDGE
j
I:
I
DISTANCE
WOOD FRAMING
1
i
OR 2X BUCK
-----.. -
i'`••
+++;
BY OTHERS
d MASONRY/CONCRETE
BY OTHERS "
EXTERIOR
MULLION INSTALLATION
I CLIP 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 #10 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.
SIGNED., 0611212015
6) ALL FASTENERS TO BE CORROSION RESISTANT.
MI WINDOWS AND DOORSIIL0INST7j//�
7) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S
I ON AND CHORS SHALL SUBSTRATES WITH
650 ST MARKET 5
LESSTTHANONS,
STRENGTHS THE MINIMUM STTRENGTHSPECIFIED BELOWN
GRATZ,PA 170300370�
F "
A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI.
5765 HORIZONTAL MULLION
• per$ k=
SINGLE, TWIN AND TRIPLE WITH TRANSOM
=-o
INSTALLATION DETAILS
��
�y0 , TATE OF to
DRAWN: OWC N0.
REV Q
��Fs
08 _
A ���/j���NAj1��\\\�
SGLLE NTS DATE 03/06/12 5o�390F 3
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 = W7 + W2
2
REVISIONS
REV I DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 06/10/15 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 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) 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 THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,20D PSI.
C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N,
TYPE 1 (OR GREATER).
6) TO ATTACH MULLION TO CLIP USE (4) #10 x 1 1/4" SELF
DRILLING SCREWS PER CLIP. SCREWS MUST BE FIELD INSTALLED.
HOLES FOR SCREWS ARE NOT PRE -DRILLED BY MANUFACTURER.
TABLE OF CONTENTS
SHEET NO.1 DESCRIPTION
NOTES
CONFIGURATIONS AND DP CHART
INSTALLATION DETAILS
MI WINDOWS AND DOORS
650 WEST MARKET STREET
GRATZ, PA 17030-0370
5765 VERTICAL MULLION
83" MULLION SPAN
GENERAL NOTES
DRAWN: DWG NO.
V.L. 08-01440
Sre' E NTS DATE 01 /11 /12 1 SHEET 1 OF 3
SIGNED: 0611112015
o
TAT 5E OF •tv
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107 3/8'
T
OMBINED WIDTH
w 1
83"
FRAME
HEIGHT WINDOW WINDOW
(MULLION
SPAN)
107 3/B'
T
OMBINED WIDTH
W1 -jr- W2
83" ll"OW
FRAME
HEIGHT WINDOW
(MULLION
SPAN)
L /
107 3/8"
COMBINED WIDTH
3"
,/
,/ WINDOW
///
FRAME
HEIGHT
WINDO
`
WINDO
(MULLION
SPIN)
W1 --I I- LW2
107 3/8"
COMBINED WIDTH
Design Pressure radna losB
107 3/8"
COMBINED WIDTH
w1
8Y I
FRAME 'WINDOW WINDOW
HEIGHT
(MULLION
SPAN)
F_
107 3/8"
COMBINED WIDTH
/Wt --{� W2 /
83" WINDOW
FRAME
HEIGHT WINDO
(MULLION
SPALI]
Wt --IF^ W2!
107 3/8"
COMBINED WIDTH
Mullion
span (n)
Tributary
18.13 2550
width
36.00 42.00
(In)
48.00 5213
25.00
130.0
130.0
130.0
130.0
130.0
130.0
37.38
130.0
130.0
130.0
130.0
130.0
130.0
49.63
130.0
130.0
130.0
130.0
130.0
130.0
6ZOO
130.0
130.0
112.0
103.0
97.3
94.7
65.63
130.0
130.0
103.5
94.7
88.8
86.0
7Z00
130.0
117.4
91.3
82.8
77.0
74.1
84.00
120.2
87.0
64.0
56.4
61.01
48.1
REVISIONS
REV I DESCRIPTION DATE I APPROVED
A I REVISED INSTALLATION DETAILS 06/10/15 1 R.L.
107 3/8"
COMBINED WIDTH
F_
W2
83"
!W7
J
J WINDOW
j
FRAME
HEIGHT
WINDO
f
WINDOW
(MULLION
SPAN)
/
/J
y/
APPROVED CONFIGURATIONS
MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED
WIDTH DOES NOT EXCEED 107318' AS SHOWN HEREIN.
LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3
DIMENSIONS IN CHART ARE FRAME DIMENSIONSAND DO NOT
INCLUDE FLANGE
W7 --I �- W2
107 3/8"
COMBINED WIDTH
MI WINDOWS AND DOORS_
650 WEST MARKET STREET
GRATZ, PA 17030-0370
5765 VERTICAL MULLION
83" MULLION SPAN
APPROVED CONFIGURATIONS AND RATING CHART
1WN: I DWG NO. I I
V.L. 1 08-01440
S' NTS DATE 01/11/12 --2 OF 3
SIGNED: 0611112015
.v ��CENs� •� y
*• 0,r51 •*_
0-4 OF
2 1/2" MIN.
EDGE DISTANCE
MASONRY/CONCRETE
a BY OTHERS
e 1 1/4"
-° e . MIN: EMBEDMENT
— —
I I
I
1/4" TAPCON
SECT5768
CLIP
SECT5765
MULLION
SECT5768
CLIP
jj10 WOOD SCREW
r--
I
I I
1 3/8" MIN.
EMBEDMENT
WOOD FRAMING/ /2X BUCK 1 2 MIN.
BY OTHERS J EDGE DISTANCE
VERTICAL CROSS SECTION
MASONRWCONCRETEAND WOOD FRAMING
INSTALLATION
NOTES:
1) FOR FRAMING INSTALLATION USE ALL FOUR HOLES IN
INSTALLATION CUP.
2) FOR MASONRY/CONCRETE INSTALLATION USE HOLES
AT EACH -END OF INSTALLATION CUP. INSTALL TWO
TAPCONS PER CLIP.
DRAWN:
V.L.
'CA`E NITS
REVISIONS
DESCRIPTION DATE I APPROVED
REVISED INSTALLATION DETAILS 06/10/15 1 R.L.
0.212" 3.800" -{
I__T
1.125"
SECT5765 MULLION
ALUMINUM 6005-T5.125" THICK
TICK
4.624"
1.891" 0.843"
70 81"
1.562" [1 O O
4X 00.171"
0.375" 1.000"
SECT5768 CLIP
ALUMINUM 6063-T5.093' THICK
MI WINDOWS AND DOORS
650 WEST MARKET STREET
GRATZ, PA 17030-0370
5765 VERTICAL MULLION
83" MULLION SPAN
INSTALLATION DETAILS
DWO N0.
08-01440
DATE 01 /11 /12 1SHEE13 OF 3
SIGNED: 0611112015
EN3�.9iP
� "TAT E OF •� _