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FL15353-R2
Revision
2014
Approved
Windows and Doors
) West Market Street
itz, PA 17030
7)365-3300 Ext2560
:linaer@miwd.com
Sitlinger
.com
Mullions
9619 Knollwood Lane, Ft Pierce
Meadowood Unit Five -Lot 7
GHO Meadowood Corp.
Eva[�tion Report from a Florida Registered Architect or a Licensed Florida
Profe sional Engineer
d E aluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Luis R Lomas, PE
Evaluation Report
Florida License PE-62 14
Quality Assurance Entity Nat] I ccreditation & Management Institute
Quality Assurance Contract Expiration Date 12/31/2017
Validated By Steven M. Urich, PE
✓ Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
1710.5.
Julielie coo3
� r,(Vw
Product Approval Method Method 2 Option B!11
t
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of
06/15/2015
06/15/2015
06/21/2015
08/19/2015
FL # I Model, Number or Na a Description
15353.1 15764 1 Horizontal Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15353 R2 II 08-01448A.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". Ma mullion FL15353 R2 AE 512072A,pdf
span: 52-1/8". Created by Independent Third Party: Yes
15353.2
5764
Vertical Aluminum Mullion
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15353 R2 II 08-01439A.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 ullion
FL15353 R2 AE 512063A.pdf
span: 83"
Created by Independent Third Party: Yes
5765
Horizontal Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15353 R2 II 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
Other: Max single window size: 52-1/8" x 84". Max mul Ion FL15353 R2 AE 512073A.Ddf
span: 104-1/4" Created by Independent Third Party: Yes
15353 15765
L m is of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: Max single window size: 52-1/8" x 84". Max
span: 83".
Vertical Aluminum Mullion
Installation Instructions
FL15353 R2 II 08-01440A.adf
Verified By: Luis R Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL15353 R2 AE 512064A.Ddf
Created by Independent Third Party: Yes
115353.5 1 CM-18514 I Vertical Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15353 R2 II 08-01442A.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 FLIS353 R2 AE 512066A.Ddf
length - 83". Created by Independent Third Party: Yes
115353.6 1 CM-18520 I I Horizontal Aluminum Mullion I
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15353 R2 II 08-01451A.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 512075A.odf
span - 104-1/4" Created by Independent Third Party: Yes
15353.7
CM-18523
(Horizontal Aluminum Mullion
Limits of Use
nstallation Instructions
Approved for use in HVHZ: No
FL15353 R2 II 08-01452A.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
K15353 R2 AE 512076A.Ddf
span - 104-1/41'.
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 II 08-01443A.nrif
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". M x mullion
FL15353 R2 AE 512067A.Ddf
span - 83" I
Created by Independent Third Party: Yes
15353.9
CM-18532 J
Horizontal Aluminum Mullion
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15353 R2 II 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". Ma mullion
FL15353 R2 AE 512077A.pdf
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
FL15353 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 ullion
span: 83"
FL15353 R2 AE 512068A.Ddf
Created by Independent Third Party: Yes
I
15353.11
CM-18534 I
Horizontal Aluminum Mullion
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15353 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.Ddf
span: 104-1/4". I
Created by Independent Third Party: Yes
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52 1 /8"
MAX. UNIT WIDTH
(MULLION SPAN)
H 1 WINDOW
MAX.
MAX. 1-
COMBINED
HEIGHT
L
2 WINDOW
Maximum design nresssura fncf)
Tributary
height
Mullion span (In)
18.00 24.00 30.00 136.00 4Z00 148.00 SZ13
18.00
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
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
4Z 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
130.01
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
130.0
130.0
130.0
1130.01
130.0
130.0
130.0
LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3
DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NO'
INCLUDE FLANGE-
104.25"
MAX. UNIT WIDTH
(MULLION SPAN)
H 1 WINDOW
168.
MAX.
COMBINED n
HEIGHT H2 I WINDOW WINDOW
Maximum dPsinn rvPssurP ranarity chart fnsfl
Tributary
Mullion Span and
individual unit width (n)
Height
(In)
36.00
48.00
60.00
7Z00
84.00
96.00
104.25
18.00
24.00
30.00
36.00
4Z00
48.00
5Z13
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
4Z00
130.0
130.0
130.0
89.9
64.9
36.0
27.8
48.00
130.0
130.0
130.0
81.2
49.3
32.2
24.8
54.00
130.0
130.0
124.7
74.5
45.0
29.3
2Z5
60.00
130.0
130.0
116.5
69.4
41.6
27.0
20.7
66.00
130.0
130.0
109.9
65A
38.9
25.1
19.2
7Z00
130.0
130.0
104.0
622
36.8
23.6
18.0
78.00
130.0
130.0
98.7
59.6
35.0
2Z3_
17.0
94.00
130.0
130.0
93.9
57.2
33.6
21.3
16
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.
SMAL&M/SS IM�LEVEL D. WIND ZONE 3
IN CHART ARE FRAME DIMENSIONS AND DO NOT
INCLUDE FLANGE
TRIBUTARY HEIGHT= H1 + H2
2
TABLE OF CONTENTS
SHEET N0. DESCRIPTION
1. 2 ELEVATION. NOTES AND DESIGN PRESSURE CHARTS
3 INSTALLATION DETAILS
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 WINO 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.-IERTIGAL
MULLIONS USED TO MULL UNITS--SIDE-BY-StD UST HAVE
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
V.L. 1 08-01449
NTS
3
SIGNED: 0611212015
v •���E^►SF9d'�'y
TATE OF •e��
JREv
A
1
CO!
HI
156 3/8"
MAX. UNIT WIDTH
(MULLION SPAN)
HI
WINDOW
68"
AX.
BINED
IGHT H2
WINDOW
WINDOW
Maximum deslan nm murn nanarifu rharf /rtcfi
Tributary
Height
0n)
Mullion Span
and
Individual
unit width
On)
54.00
7200
90.00
108.00
144.00
15638
18.00
24.00
30.00
3�00
48.00
5213
18.00
130.0
130.0
97.1
55.8
23.4
182
24.00
130.0
130.0
73.8
423
N35.0
17.7
13.8
30.00
130.0
119.4
59.9
34.2
14.2
11.1
36.00
130.0
101.5
50.7
289
1204200
130.0
89.0
44.2
25.1
10.3
-
48.00
130.0
1 79.8
39.3
223
13.8
54.00
130.0
728
35.6
20.1
12.4
60.00
129.4
67.4
32.7
18.3
11.3
66.00
122-4
63.3
30.3
16.9
10.4
7200
116.2
60.0
28.4
15.8
78.00
110.5
57.2
26.9
14.8
84.00
105.4
54.7
25.6
14.0
-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 06/11/15 1 R.L.
4 5/B"
1 29/32" U 27/32"
25/32" O All 3/8 .
'8"
1 9/16" O O 1 13/16"
III
3/8-_- I" 6XO5/32"
SECT5768 CLIP
ALUMINUM 6063-T5.093• THICK
FOR WOOD FRAMING INSTALLAVI
4 5/8" -{
13/16" 3'
1
1 9/16" O �2532'
cr=rT�7au rlln 2XO5/32"
ALUMINUM 6063-TS.093' T HICK
FOR MASONRY/CONCRETE INSTALLATION
RIBUTARY HEIGHT = H1 + H2
2
rT 1 1/8"
In
3 13/16"
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
DWO NO.
V. L. I 08-01449
SCALE NTS I DATE 03/06/12 ISHEET2 OF 3
SIGNED: 0611212015
\S\1 {�1 I )CIO Yi
�'•��OENSF9`P `�
= * • o,�6j261 • * =
TAT
RLv i��Fs,cpRt'
A ���is�ONA
1 1/4"
MIN. EMBEDMENT
1 3/8-#10 WOOD MIN. EMBEDMENT
-rl
SCREW
5765 MULLION
SECT5768
1/2" MIN. CLIP INFERIOR 1/4" TAPCON a� 2 1/2"
EDGE MIN.
DISTANCE EDGE
DISTANCE
i
WOOD FRAMING
OR 2X BUCK
BY OTHERS n MASONRY/CONCRETE
BY OTHERS
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 #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.
6) ALL FASTENERS TO BE CORROSION RESISTANT_
7) 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.
REVISIONS
DESCRIPTION
REVISED INSTALLATION DETAILS
CLIP INSTALLATION
MI WINDOWS AND DOORS
650 WEST MARKET STREET
GRATZ, PA 17030-0370
5765 HORIZONTAL MULLION
SINGLE, TWIN AND TRIPLE WITH TRANSOM
INSTALLATION DETAILS
DRAWN: DWG NO.
V. L. 08-01449
SCALE NTS JOATE 03/06/12 ISHEET3 OF 3
DATE APPROVED
06/11/15 IR.L
SIGNED: 0611212015
s11 t I IL o
*.
OTS
'�'��`'' �ZOR10P • �i'`��
j1E�G\N
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 MULUON 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-COAD PER FLORIDA BUILDING CODE
-CHAPTER 1616.
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.
REVISIONS
REV DESCRIPTION I DATE APPROVD)
—1
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 3.200 PSI.
C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N.
TYPE 1 (OR GREATER).
6) TO ATTACH MULLION TO CLIP USE_(4)_ff]O-x-1--t/ SEL4 F
DRILLING SCREWS--RER-CLIP-SCREWS MUST BE FIELD INSTALLED.
_HOLES -FOR -SCREWS ARE NOT PRE -DRILLED BY MANUFACTURER.
TRIBUTARY WIDTH = W1 + W2
2
SIGNED: 06/11/2015
Msso IwDOWESTMaRKETS D DOORS
11L ON/.
GRATZ, PA 17030-0370
`TREET\\`J\5\1R
` �,••��GENs�.s
TABLE OF CONTENTS 5765 VERTICAL MULLION
*• 0 51
SHEET N0. DESCRIPTION 83" MULLION SPAN
GENERAL NOTES
TAA
�E OF
1 NOTES
DRAWN: DWG NO.
REV,�•• p ��
i� F . [0R1
2 CONFIGURATIONS AND OP CHART 08 50
..
a i,EOG\��
E440
SCALE oaiE
3 INSTALLATION DETAILS NTS 01/11/12 1 OF 3
107 3/8'
T
OMBINED WIOTHT
W1-Ir W2
8T- � f
FRAME
HEIGHT WINDOW WINDOW
(MULLION
SPAN)
107 3/8'
COMBINED WIDTH
W1W2-
83"
FRAME 41OW
HEIGHT WINDOW
(MULLION
SPAN) `
107 3/8"
COMBINED WIDTH
W2
83"
`W1
/
/W/NDO
J WINDOW
`
!
J
FRAME
HEIGHT
`
WINDO
(MULLION
SPAN)
�
!
W 1 --I F - LW2
107 3/8"
COMBINED WIDTH
Design pressure ratan
107 3/8"
COMBINED WIDTH
W 1
63" Lw
j/FRAME WINDOW
HEIGHT
(MULLION
SPAN)
107 3/8"
WIDTH
FCOMBINED
l --{� W2 /
83" J // WINDOW J
FRAME
HEIGHT WINDO`1
(MULLION
SPA � ` !
f^- W1 -^ij F W2%-i
Mullion
span (in)
Tributary
18.13 F25.50
width
36.00 42.00
On)
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
72.00
130.0
117.4
91.3
82.8
77.0
74.1
84.00
120.2
87.0
64.0
56.4
51.0
48.1
WIDTH
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"
lW1�
,J
!-
J WINDOW
FRAME
HEIGHT
WINDOj
WI
(MULLION
SPAN)
APPROVED CONFIGURATIONS
MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED
WIDTH DOES NOT EXCEED 107M' AS SHOWN HEREIN.
LARGE AND SMALL MISSILE IMPACT, LEVEL D, WINDZONE3
DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT
INCLUDE FLANGE
LIB
W1 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
V.L. 1 08-01440
S' NTS I DATE 01/11/12 ISHEET2 OF 3
SIGNED: 0611112015
2 1/2' MIN.
REVISIONS
EDGE DISTANCE
REV DESCRIPTION
DATE APPROVED
MASONRY/CONCRETE
A I REVISED INSTALLATION DETAILS
06/10/15 R.L.
q BY OTHERS
E• 1 1/4"
•°
Q • ` MIN. EMBEDMENT
1 I
I
0.212" 3.800" -{
1/4" TAPCON
1.125"
SECT5768
CLIP
�\ �� II
SECT5765MULLION
AV—
ALUMINUM 6005-T5.125'THICK
SECT5765
MULLION
4.624" —{
SECT5768
CLIP
1.891" 0.843"
# 10 WOOD SCREW
"
81
I I
1.562" 11 O O
I _ _ I �
R
J
1 MIN.
`
��\` ®�
4X 00.171 "
EMBEDMENT
I II
0.375" —i 1.000"
It
I
SECT5768 CLIP
WOOD FRAMING/
oc
ALUMINUM 6063-T5.093' T14ICK
2X BUCK
1 2 MIN.
BY OTHERS
EDGE DISTANCE
VERTICAL CROSS SECTION
SIGNED: 0611112015
MASONRY/CONCRETEAND WOOD FRAMING
DOORS
MssoWWINDOWSEST
RI�.�o�����,
INsrALCATroN
NOTES:
KED
T STREET
GRATZ. PA 17030-0370
` Jam..... , .
E NSF
` r, �\G
1)
FOR FRAMING INSTALLATION USE ALL FOUR HOLES IN
INSTALLATION CUP.
5765 VERTICAL MULLION
83" MULLION SPAN
*�•2 5%1� `* =
0
2)
FOR MASONRY/CONCRETE INSTALLATION USE HOLES
AT EACH END OF INSTALLATION CLIP. INSTALL TWO
INSTALLATION DETAILS
��0�� STATE OF
TAPCONS PER CLIP.
DRAWN: DWG NO. REV
�i'nFs;°(OR10:' XA
CLIP INSTALLATION
08 0A
//,7�l1��```\
SONA
SCALE NTS DATE 01/11/12 501430E 3