HomeMy WebLinkAboutPRODUCT APPROVAL WINDOW MULLIONS• a... 3"S' .�� F,-hjri�"^.L'^'r ,F.' 'j' r' "T" } ♦ Irc car."' �,+>T 7 'p�+•'A:.
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Florida
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Product Approval Menu > Plan Detail > Application Detail
R
FL# FL15353-112 _
Application Type Revision
Code Version 2014 1 •J / /
Application Status Approved
Comments `' v �J OR —
Archived
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
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 & 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
FL15353 R2 COI FLCOI,Ddf
r
Sections from the Code
1710.5.3
Product Approval Method Method 2 Option B
Date Submitted
06/15/2015
Date Validated
06/15/2015
Date Pending FBC Approval
06/21/2015
Date Approved
08/19/2015
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
FL15353 R2 II 08-01448A.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 R2 AE 512072A.pdf
span: 52-1/81'.
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.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 R2 AE 512063A.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
FLIS353 R2 II 08-01449A.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
FL15353 R2 AE 512073A.odf
span: 104-1/4"
Created by Independent Third Party: Yes
15353.4
5765
Vertical Aluminum Mullion
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15353 R2 II 08-01440A.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 R2 AE 512064A.odf
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 R2 II 08-01442A.Ddf
Approved for use outside HVHZ: Yes
Verified By: Luis R Lomas, PE PE-62514
Impact Resistant: Yes
Design Pressure: N/A
Created by Independent Third Party: Yes
Evaluation Reports
Other: Max single window size: 52-1/8" x 84". Max mullion
FL15353 R2 AE 512066A.pdf
length - 83". 1
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 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
115353.7 1 CM-18523 I Horizontal Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15353 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 84". Max mullion FLIS353 R2 AE 512076A.odf
span - 104-1/4". Created by Independent Third Party: Yes
115353.8 1 CM-18531 I Vertical Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ: No I FL15353 R2 II 08-01443A.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 512067A.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
FLIS353 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". Max mullion
FLIS353 R2 AE 512077A.Ddf
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
FLIS353 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 mullion
FLIS353 R2 AE 512068A.Ddf
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
FLIS353 R2 II 08-01454A.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
FLIS353 R2 AE 512078A.udf
span: 104-1/4".
Created by Independent Third Party: Yes
BacY, Next
Contact Us :: ZG01 Blair Stone Road, Tallahassee FL 32399 Phone: BSO-487-1824
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Under Florida law, email addresses are public records. If you do not want your a -mall 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 850.487.1395. *Pursuant to Section
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52 1/8"
MAX. UNIT WIDTH
(MULLION SPAN)
H 1 WINDOW
MAX.
MAX. J-
COMB INED
HEIGHT
H2 WINDOW
Mar/mnm r/nsinn nrasacuro /ncR
Tributary
height
Mullion span (In)
1&00
24.00
30.00
136.00
4200
46.00
5213
1&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
4200
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
a.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
7200
130.0
130.0
130.0
130.0
130.0
130.0
130.0
7& 00
130.0
130.0
130.0
130.0
13D.0
130.0
130.0
84.00
130.0
130.0
130.0
130.0
130.0
130.0
130.0
LARGEAND SMALL MISSILE IMPACT, LEVEL D. WIND ZONES
DIMENSIONS IN CHART ARE FRAME DIMENSIONSAND DO NOT
INCLUDE FLANGE
104.25"
MAX. UNIT WIDTH
(MULLION SPAN)
H 1 WINDOW
168"
MAX.
COMBINED
HEIGHT H2 WINDOW WINDOW
M-i- 4 cinn nrn -- rnrmnH 4-f I -A
Tributary
Height
Mullion Span and individual
unit width (n)
36.00
48.00
60.00
7200
84.00
96.00
104.25
On)
1&00
24.00
30.00
36.00
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
69.7
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
130.0
130.0
130.0
- 81.2
49.3
322
24.8
54.00
130.0
130.0
124.7
74.5
45.0
29.3
225
60.00
130.0
130.0
116.5
69.4
41.6
27.0
1 20.7
66.00
130.0
130.0
109.9
GSA
38.9
25.1
1 19.2
7200
130.0
130.0
104.0
62.2
36.8
23.6
18.0
7&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 MISSILEIMPACT, LEVEL D, WINDZONE3
DIMENSIONS IN CHART ARE FRAME DIMENSIONSAND 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.
TRIBUTARY HEIGHT= H1 + H2
2
TABLE OF CONTENTS
SHEET NO. DESCRIPTION
1, 2 ELEVATION, NOTES AND DESIGN PRESSURE CHARTS
3 INSTALLATION DETAILS
REVISIONS
DESCRKION DATE APPROVED
REVISED INSTALLATION DETAILS O6/11/15 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
DWG No.
V.L. 08-01449
'CAE NTS PATE 03/06/12 1 SNEEr1 OF 3
SIGNED: 06/12/2015
�0\11111111/.'
\5
TAT 6E OF ���
156 3/8"
MAX. UNIT WIDTH
(MULLION SPAN)
HI
WINDOW
68"
AX.
BIKED
IGHT H2
W/DOW
WINDOW
Maximum design pressure rapacity chart (Dst)
Tributary
Height
(n)
Mullion Span
and
Individual
unit
width
On)
$4.00
7200
90.00
108.00
126.00
144.00
156.38
16.00
24.00
30.00
36.00
4200
48.00
5213
18.00
130.0
130.0
97.1
55.8
35.0
23.4
182
24.00
130.0
130.0
73.8
42.3
26.5
17.7
13.8
30.00
130.0
119A
59.9
34.2
21A
14.2
11.1
36.00
130.0
101.5
50.7
28.9
18.0
12.0
4200
130.0
89.0
44.2
25.1
15.6
10.3
48.00
130.0
79.8
39.3
2Z3
13.8
SA00
130.0
7Z8
35.6
20.1
124
-
-
60.00
129.4
67.4
327
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
REV DESCRIPTION OAIE APPROVES
A REVISED INSTALLATION DETNLS 06/11/15 R.L
r4 5/8" -j
1 29/32" 27/32"
25/32" O OLI
-' 8"
1 9/16° O J&13/16-
2"
SECT5768 CLIP
ALUMINUM 6063-T5.093" THICK
FOR WOOD FRAMING INSTALLATION
4 3" - -- {
13/16" 3"
I
1 9/16.. O 25 32'
SECT5768 CLIP 2Xm5/32"
ALUMINUM 6063-75.093"7HICK
FOR MASONRY/CONCRETE INSTALLATION
ITRIBUTARY HEIGHT = H1 + H2
2
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
DRAY t OwG NO.
V.L. 08-01449
SCALE NTS I DATE 03/06/12 ISHEET2 OF 3
SIGNED: 0611212015
`\J\5111�111� 0
�13 T6EOF;
�0
'°Fs;:c�OR10P
���is�0NACE \\N
1 1/4"
#10 WOOD MIN. EMBEDMENT
MIN. EMBEDMENT SCREW
5765 MULLION
SECT5768
1/2" MIN. CUP INTERIOR 1/4" TAPCON
EDGE
DISTANCE
r
WOOD FRAMING
OR 2X BUCK
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 WINDjWAPPROVED 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.
MIN.
EDGE
DISTANCE
a MASONRY/CONCRETE
BY OTHERS
a.
REVISIONS
REV DESCRIPTION I DATE I APPROVED
A REVISED INSTALLATION DETAILS 06/11/15 1 R.L.
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
V.L. 08-01449
SCALE NTS I DATE 03/06/12 5HEET3 OF 3
SIGNED: 0611212015
7 TAT SE OF �j9
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 = Wl + W2
2
REVISIONS
REV DESCRIPT*N DATE ,APPROVED
A REVISED INSTALLATION DEEMS 06/10/15 1 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 0=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) #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. DESCRIPTION
1 NOTES
2 CONFIGURATIONS AND DP CHART
3 INSTALLATION DETAILS
MI WINDOWS AND DOORS
650 WEST MARKET STREET
GRATZ, PA 17030-0370
5765 VERTICAL MULLION
83" MULLION SPAN
GENERAL NOTES
DRAWN: DWG N0.
V.L. 08-01440
sratE NTS DATE 01 /11 /12 1SHEET 1 OF 3
SIGNED: 0611112015
P Low,
v��GEIYSF9d+
E QF .•_,�
107 3/8'
T
OMBINED WIDTH
Wl
83"
FRAME
HEIGHT WINDOW WINDOW
(MULLION
SPAN) � `
//
107 3/8-
COMBINED WIDTH
W1-I[-W2
B� /j/
FRAME 'WINDOW
HEIGHT WINDOW
(MULLION
SPAN)
107 3/8"
COMBINED WIDTH
W7 W2
83"
/�
/ WINDOW
J
FRAME
HEIGHT
WINDO
! `
/MND0
(MULLION
SPAN)
1
1
LW1 �I- W2
107 3/8"
COMBINED WIDTH
Design aressure retina first)
1117 3/8"
COMBINED WIDTH
W1-I [-W2
83" L
/y/FRAME WINDOW
HEIGHT
(MULLION
SPAN) ! !
107 3/8"
COMBINED WIDTH
Wt W2
83" WINDOW J
FRAME
HEIGHT WINDO WIND
(MULLION
SPAN)� ! !
1:7W1
w2
107 3/8"
COMBINED WIDTH
Mullion
span (n)
Tributary
18.13 25.50
width
36.00 4200
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
6200
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
7200
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
107 3/8"
COMBINED WIDTH
F_
W1
W2
83"
J
!!
J WINDOW
!
J
FRAME
HEIGHT
WINDO
WINDOW
(MULLION
SPAN)
I
/
/
APPROVED CONFIGURATIONS
MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED
WIDTH DOES NOT EXCEED 10738' AS SHOWN HEREIN.
LARGEAND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3
DIMENSIONS IN CHART ARE FRAME DIMENSIONSAND DO NOT
INCLUDE FLANGE
w1--11- Lw2
107 3/8"
COMBINED WIDTH
SIGNED: 0611112015
2 1/2' MIN.
EDGE DISTANCE
MASONRY/CC
BY OTHERS
• a' " 1 1/4"
MIN. EMBEDMENT
I I
I
1/4" TAPCON
SECT5768
CLIP
SECT5765
MULLION
SECT5768
CLIP
#10 WOOD SCREW
I
I I
1 3/8" MIN.
EMBEDMENT
WOOD FRAMING/
2X BUCK 1/2" MIN.
BY OTHERS EDGE DISTANCE
VERTICAL CROSS SECTION
MASONRY/CONCRETEAND 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.
REVISONS
DESCRIPDON DATE I APPROVED
REVISED INSTALLATION DETAILS 06/10/15 1 R.L
0.212" � � 3.800" --j
—T
1.125"
_L
SECT5765 MULLION
ALUMINUM 6005-T5.125' THICK
4.624"
1.891" 0.843" -
70 81"
1.562" 3 O 0
�I 4X 00.171"
0.375" --I 1.000"
SECT5768 CLIP
ALUMINUM 6063-T5.093' THICK
SIGNED: 0611112015
MIWINDOWSIwDOW
n AicErD DOORS
S R!'�0�Z,
EST EET
GRATZ, PA 17030-0370
��-s\
9s���
`ter\GENS�
*• 0 51
5765 VERTICAL MULLION
83" MULLION SPAN
INSTALLATION DETAILS
��0 , TAT OF
OV"
Owc NO.
RA
V.L.DRAWN
08-01440
d+s:ORX'
�A7////111111 �\\\
SCALE NTS DATE 01 /11 /12 SHEE73 OF 3