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Product approval Menu>Product or Application Search>Application List>Application Detail
FL# FL15353-R2
Application Type Revision
Code Version 2014
Application Status Pending FBC Approval
Comments
Archived
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
bsitlinger@miwd.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Mullions
Compliance Method Evaluation Report from a Florda Registered Architect Or a Licensed Florida
Professional Engineer
J 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 12/31/2015
Validated By Steven M.Unch,PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL15353 R2 COI FLCOI.Odf
Referenced Standard and Year(of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
1710.5.3
n
Product Approval Method Method 2 Option B (�
Date Submitted 06/15/2015
Date Validated 06/15/2015
61,3
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Date Pending FBC Approval 06/,21/2015
u
Summary of Products
FL# Model,Numher or Name Description
15353.1 Horizontal Aluminum Mullion
Limits of Use nstailation Instructions
Approved for use in HVHZ:No FL15353 R2 it 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".Max mullion span: FL15353 R2 AE 512072A..Ddf
52-1/8". _ Created by Independent Third Party:Yes
15353.2 15764 Vertical Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL35353 R2 If 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:52-118'x 84".Max mullion span:83" FL15353 R2 AE 512063A.pdf
Created by Independent Third Party:Yes
15353.3 5765 Horizontal Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ:No - 15353 R2 11 09-01449A.,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 span: FL15353 R2 AE 512073A.pdr
104-1/4" Created by Independent Third Party:Yes
15353.4 15765 Vertical Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15353 R2 11 08-01440A.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:83". FL15353 R2 AE 512064A.DO
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 it 08-01442A.i7df
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- FLI5353 R2 AE 512066A.pd{
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 R2 11 09-01451A.00f
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 512075A.Ddf
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 FL15353 R2 II 08-01452koct'
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 512076A.pdf I
104-1/4". Created by Independent Third Party:Yes
15353.8 CM-18531 Vertical Aluminum Mullion
Limits of Use Insitallartion Instructions
Approved for use in HVHZ:No FLi5353 R2 11 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:Max single window size:52-1/8"x 84'.Max mullion span-83' FL'5351 R' AE 12067A.Ddr
Created by Independent Third Party:Yes
15353.9 CM-18532 Horizontal Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15353 R2 11 08-01453A.00f
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- FL15353 R2 AE 512077 A.odf
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 FL16°r7,i P'' [[ 09-01444A.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 span:83' FL15353 R2 AE 511064A odf
Created by Independent Third Party:Yes
15353.11 M-18534 Horizontal Aluminum Mullion
Limits of Use Installation Instructions
Approved for use In HVHZ:No FI 1 S353 R2 11 06-01454A 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 Evaluation Reports
Other:Max single window size:52-1/8"x 84'.Max mullion span: F115353 R2 AE 512078A.odf
104-1/4'. Created by Independen[Third Pa :Yes
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REMONS
REv DESCMPi.ON DATE APPROVED
A REVISED INSTALLATION DETAILS 06/10/15 R.L.
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 ANCHORING NOTES:
TRANSFER ALL LOADS TO STRUCTURE. FRAMING IS THE 1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM
3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE EMBEDMENT. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS
DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION SHEET 3.
FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 2) FOR ANCHORING INTO CONCRETE USE 1/4" TAPCON WITH
4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT
PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3, WITH 2 1/2' MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS
5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS SHOWN IN INSTALLATION DETAILS SHEET 4.
DOCUMENT APPLY ONLY TO MULLION. WINDOWS MUST BE APPROVED 3) ALL FASTENERS TO BE CORROSION RESISTANT.
UNDER SEPARATE APPROVAL. 4) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH
6) SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND
SHOWN IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED BY MI ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS
WINDOWS AND DOORS, INC. LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42
LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI.
WINDOW OR DOOR UNIT. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N,
8) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE TYPE 1 (OR GREATER).
UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS 5) TO ATTACH MULLION TO CLIP USE (4) #10 x 1 1/4" SELF
ANCHORED AS SHOWN HEREIN. DRILLING SCREWS PER CLIP. SCREWS MUST BE FIELD INSTALLED.
9) MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED HOLES FOR SCREWS ARE NOT PRE-DRILLED BY MANUFACTURER.
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 = wt 2 w2 SIGNED.0611112015
MI WINDOWS AND DOORS \���s`1R 11 tloi �
650 WEST MARKET STREET ���\J\ '•E N• 4'9 i!
GRATZ, PA 17030-0370 `.ter,•'\C S�•,c1'��
TABLE OF CONTENTS CM-18531 - VERTICAL MULLION =*�•/J�0,61261/X �
SHEET NO. DESCRIPTION 83" MULLION SPAN GENERAL
t07- w
GENERAL NOTES O0, SSTATEE OF �+,
1 NOTES DRAWN: DwC NO. REV 'cFS
2 CONFIGURATIONS AND DP CHART ��E DATE 08 01443 A i,S�ONA;I�a���\
3 INSTALLATION DETAILS NTS O1/11/12 1 OF 3
r
52 1/8" 104.25" REVISIONS
MAX. UNIT WIDTH MAX. UNIT WIDTH REv DESCRIRTRNI DATE AP-
(MULLION SPAN) (MULLION SPAN) A REVISED INSTALLATION DETAILS 06/11/15 R.L.
H 1 WINDOW
H1 WINDOW NOTES:
168" I 168" 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO
L MAX. COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE.
MAX
COMBINED COMBINED 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND
HEIGHT HEIGHT H2 WINDOW WINDOW ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.
H2 WINDOW 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
Maximum design pressure capacity chart FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
Maximum design presssure 50 Tributary Mullion Span and individual unit width(n) 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS
Tributary Mullion span(In) Height 36.00 48.00 60.00 7200 84.00 96.00 104.25 PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3
height 18.00 24.00 30.00 36.00 42.00 48.00 52.13 (In) 1&00 24.00 30.00 36.00 4200 46.00 5213 5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS
18.00 130.0 130.0 130.0 130.0 130.0 130.0 130.0 18.00 130.0 130.0 130.0 130.0 117.7 78.4 61.0 DOCUMENT APPLY ONLY TO THE MULLION. WINDOWS MUST BE
24.00 130.0 130.0 130.0 130.0 130.0 130.0 130.0 24.00 130.0 130.0 130.0 130.0 89.9 59.7 46.4 APPROVED UNDER SEPARATE APPROVAL.
30.00 130.0 130.0 130.0 130.0 130.0 130.0 130.0 30.00 130.0 130.0 130.0 118.7 73.4 48.5 37.6 6) SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN
36.00 130.0 130.0 130.0 130.0 130.0 130.0 130.0 36.00 130.0 130.0 130.0 101.8 62.5 41.2 31.9 IN THIS DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE
42.00 130.0 130.0 130.0 130.0 130.0 130.0 130.0 4200 130.0 130.0 130.0 89.9 54.9 36.0 27.8 MANUFACTURED BY MI WINDOWS AND DOORS
48.00 130.0 130.0 130.0 130.0 130.0 130.0 130.0 48.00 130.0 130.0 1 130.0 81.2 49.3 322 24.8 7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE
54.00 130.0 130.01 130.0 130.0 130.0 130.0 130.0 54.00 130.0 130.0 124.7 74.5 45.0 29.3 225 LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL"
60.00 130.0 130,01 130.01 130.01 130.0 130.0 130.0 60.00 130.0 130.0 116.5 1 69.4 41.6 1 27.0 20.7 WINDOW UNIT.
66.00 130.0 130.0 130.0 130.0 130.0 130.0 130.0 66.00 130.0 130.0 109.9 65.4 38.9 25.1 19.2 8) VERTICAL MULLIONS ARE NOT PART OF THIS APPROVAL. VERTICAL
MULLIONS USED TO MULL UNITS SIDE BY SIDE MUST HAVE
7200 130.0 130.0 130.0 130.0 130.0 130.0 130.0 72.00 130.0 130.0 104.0 62.2 36.8 23.6 18.0 SEPARATE APPROVAL.
78.00 130.0 1301O 130.0 130.0 130.0 130.0 130.0 78.00 130.0 130.0 98.7 59.6 35.0 22.3 17.0 9) FOR ADDITIONAL APPROVED CONFIGURATIONS SEE SHEET 2.
84.00 130.0 130.0 130.0 130.0 130.0 130.0 130.0 B4.00 130.0 130.0 93.9 57.2 33.6 21.3 16.1
LARGE AND SMALL MISSILE IMPACT,LEVEL D,WIND ZONE3 LARGE AND SMALL MISSILE IMPACT,LEVEL D,WIND ZONE 3
DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND 00 NOT
INCLUDE FLANGE 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. SIGNED:0611212015
MULLION RATING MUST BE EQUAL OR GREATER THAN REQUIRED
DESIGN PRESSURE OBTAINED IN STEP 1. MI WINDOWS AND DOORS 51RIICo/
\\`\ /%i
650 WEST MARKET STREET tf9�i�
GRATZ. PA 17030-0370 ` 1c,E
5765 HORIZONTAL MULLION *M- TAi
51
SINGLE, TWIN AND TRIPLE WITH TRANSOM TABLE OF CONTENTS ELEVATION AND GENERAL NOTES -�0OF
SHEET NO. DESCRIPTION DRAWN: D.G NO REv 1: �
1, 2 ELEVATION, NOTES AND DESIGN PRESSURE CHARTS 5�E DATE 08 SHEET
O E449 A
3 INSTALLATION DETAILS NTS 03/06/12 1 OF 3
"SIGNS
156 3/8" REV DESCRIPTION DATE APPROVED
MAX. UNIT WIDTH�'�{ A REVISED INSTALLATION DETAILS 06/11/15 R.L.
(MULLION SPAN)
HI WINDOW
168"
MAX.
COMBINED 4 5/8"
HEIGHT H2 WINDOW WINDOW
Maximum design pressure capadfy than 0 t 29/32" 27/32" ri
Tributary Mullion Span and individual unit width(in)
Height 54.00 1 7Z00 90.00 108.00 126.00 144.00 156.38 �8"
(n) 18.00 24.00 30.00 36.00 4ZOO 48.00 52.13 25/32" Afl
18.00 130.0 130.0 97.1 55.8 35.0 23.4 18.2 1 9/16" 0 13/16"
24.00 130.0 130.0 73.8 42.3 26.5 17.7 13.8
30.00 130.0 119.4 59.9 34.2 21.4 14.2 11.1 C 3 13/16"
36.00 130.0 101.5 50.7 28.9 18.0 12.0 6XO5 32"
42.00 130.0 89.0 44.2 25.1 15.6 10.3 3/8"--J 1•. / -
48.00 130.0 79.8 39.3 22.3 13.8 -
54.00 130.0 7Z8 35.6 20.1 12.4 - - SECT5768 CLIP
60.00 129.4 67.4 3Z7 18.3 11.3 - - ALUMINUM6063-T5.093'THICK
56.00 122.4 63.3 30.3 16.9 10.4 - - FOR WOOD FRAMING INSTALLATION
72.00 116.21 60.0 28.4 15.8
78.00 11os szz 26.9 14.8 SECT5765 MULLION
84.00 105.41 54.7 25.6 14.0 - - - 4 5/8" -{ ALUMINUM 6005-T5.125'THICK
73/16" 3"
LARGE AND SMALL MISSILE IMPACT,LEVEL D,WIND ZONE 3
DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT
INCLUDE FLANGE 1 9/16" 0 25 32
SECT5768 CLIP 2X05/32"
ALUMINUM 6063-T5.093'THICK
FOR MASONRYVONCRETE INSTALLATION
DESIGN PRESSURE TABLE INSTRUCTIONS: SIGNED:0611212015
2) DETERMINEOTRRBUOTARYSIGN HEIGHOT�ANDEMULL0RIDA 10N SPANILBING CODE A EO ON PRODUCT TO BE H1 + H2 16. M650IWDOWMARKEAND
SDOORS \\�\\\S it I)to///
INSTALLED. SEE FORMULA FOR TRIBUTARY HEIGHT. RIBUTARY HEIGHT = 2 GRATZ, PA 17030-0370 r••�GENS'
F
3) LOCATE MULLION SPAN (UNIT WIDTH) AND TRIBUTARY HEIGHT. AT THE 5765 HORIZONTAL MULLION =*• 0 61 k
INTERSECTION OF COLUMN AND ROW CONTAINING THE MULLION SPAN AND SINGLE, TWIN AND TRIPLE WITH TRANSOM - ��
TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING FOR PRODUCT IN STEP ELEVATION AND COMPONENTS A, TAT OF tV`
PRESSURE OBTAINED IN
MULLION RATING MUST BSTEP UAL OR GREATER THAN REQUIRED DESIGN owC 08-01 449 RA '��o2. ii;P,-. ORI f��G\ ��`
SCALE NTS I DATE 03/06/12 1 SHEET 2 OF 3 ��1lll ll 1111��\
REVISIONS
REV DESCRIPTION DATE I APPROVED
A REVISED INSTALLATION DETAILS 06/11/IS R.L.
1 3/8" b10 w00D MIN. EMBEDMENT
MIN. EMBEDMENT SCREW
5765 MULLION
SECT5768
CLIP 1/4" TAPCON as 2 1/2"
INTERIOR
1/2" MIN. MIN.
EDGE
DISTANCE EDGE
DISTANCE
-- I
WOOD FRAMING
OR 2X BUCK i...............i i.......-.......
BY OTHERS MASONRY/CONCRETE
BY OTHERS
a
EXTERIOR I,
MULLION INSTALLATION
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 -J
LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT IN10 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.
7) INSTALLATION NSTR ANCHORS
UCTIONSALANDEANCHORS INSTALLED
SHALLCNOTDBECUSEDHN ANCHOR
TRATSIUWITHURERS M650IWDOWAREDSDOORS \`\\\\S1R11(0 //���
STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: GRATZ, PA 17030-0370 `ter•�\GENS�9�+%�
A WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 5765 HORIZONTAL MULLION *• 0 5 #
B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. SINGLE, TWIN AND TRIPLE WITH TRANSOM
INSTALLATION DETAILS jo' TATE OF ;��
oRAwN� owc No. REV ii�.L�S'c[OR10P
V.L.. 08-01449 ^
SCALE NTS DATE 03/06/12 1 SHEET OF 3 //I111111111��\
AF
REVISIONS
REV DESCRIPTION DATE APPROVED
15
NOTES: A REVISED INSTALLATION DETAILS 06/10/ R.L.
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 ANCHORING NOTES:
TRANSFER ALL LOADS TO STRUCTURE. FRAMING IS THE 1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM
3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE EMBEDMENT. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS
DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION SHEET 3.
FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 2) FOR ANCHORING INTO CONCRETE USE 1/4" TAPCON WITH
4) APPROVED IMPACT PROTECTIVE SYSTEM 15 NOT REQUIRED FOR THIS SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT
PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3. WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS
5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS SHOWN IN INSTALLATION DETAILS SHEET 4.
DOCUMENT APPLY ONLY TO MULLION. WINDOWS MUST BE APPROVED 3) FOR ATTACHING WINDOW UNITS TO MULLION USE #10 SELF DRILLING
UNDER SEPARATE APPROVAL. SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM
6) SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE EMBEDMENT OF THREE THREADS PAST THE MULLION WALL. LOCATE
SHOWN IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED BY MI SCREWS IN ACCORDANCE WITH WINDOW ANCHORING SCHEDULE AS
WINDOWS AND DOORS, INC. SHOWN IN WINDOW SEPARATE APPROVAL
7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE 4) ALL FASTENERS TO BE CORROSION RESISTANT.
LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL 5) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH
WINDOW OR DOOR UNIT. ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND
8) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS
UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
ANCHORED AS SHOWN HEREIN. A WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42
9) MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI.
IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N.
HEREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED ACCORDING TYPE 1 (OR GREATER).
TO THIS DOCUMENT. 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.
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 + 22 SIGNED:06/11/2015
MI WINDOWS AND DOORS \`\\51R!'�o�,,��
650 WEST MARKET STREET \\J\ 419�i-GRATZ, PA 17030-0370 `r,•�\GENSF•en
TABLE OF CONTENTS 5765 VERTICAL MULLION _*•OTA
51SHEET NO. DESCRIPTION 83" MULLION SPAN O FF ;�4�
GENERAL NOTES
1 NOTES DRAWN: OWL N0. REV ���F
2 CONFIGURATIONS AND DP CHART SVcxLE 08 50 E440 A iiNALLE�\\�\
3 INSTALLATION DETAILS NTS DATE 01/11/12 1 OF 3
AF
REVISIONS
107 3/8' 707 3/8' 107 3/8" REv DESCRIPTION DATE AvrawEo
COMBINED WIDTH T
OMBINED WIDTH COMBINED WIDTH
A REVISED INSTALLATION DETAILS 06/10/15 R.L.
W1 -{�W2 W1 W2 A W2
FRAME FRAME 'WINDOW FRAME WINDOW WINDOW
HEIGHT WINDOW WINDOW HEIGHT WINDOW HEIGHT
(MULLION (MULLION (MULLION
SPAN) ! / SPA ! ` SPA `
F'l
107 3/8" /. ! 107 3/8" / / 107 3/8"
COMBINED WIDTH COMBINED WIDTH COMBINED WIDTH
W2 / /W1� /� W2 /W1 W2 `
83" / WINDOW / 83" WINDOW 83" WINDOW J
FRAME / / FRAME / / FRAME
WINDO W/NDO
HEIGHT HEIGHT HEIGHT WINDO � WINDOW
(MULLION (MULLION (MULLION
SPA ` ` ` SPA ! ! ` SPAN) ! ! `
/ W1 /-CIF--W2/ / W1 /--i - W2/ W1 /-^It- W2/
I- JL- -1111 1-- L- 11 1 1 1 L
L107 3/8" 107 3/8" 107 3/8" 7A
COMBINED WIDT14 COMBINED WIDTH COMBINED WIDTH
APPROVED CONFIGURATIONS
MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED
WIDTH DOES NOT EXCEED 107"'AS SHOWN HEREIN.
Design pressure rating(psO
Mullion Tributary width(in)
span fin) 18.13 25.50 36.00 4ZOO 48.00 5Z13
25.00 130.0 1 130.0 130.0 130.0 130.0 130.0 SIGNED:0611112015
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 MI WINDOWS AND DOORS ��111111r/Iiii
6ZOO 130.0 130.0 112.0 103.0 97.3 94.7 650 WEST MARKET STREET �� \r?R 0'11//,
65.63 130.0 130.0 103.5 94.7 88.8 86.0 GRATZ, PA 17030-0370 r•��GENSF.4��f�
TZOO 130.0 117.4 91.3 82.8 77.0 74.1
84.00 t20.2 87.0 64.0 56.4 51.0 48.1 5765 VERTICAL MULLION _*• J�(0 psi
LARGE AND SMALL MISSILE IMPACT,LEVEL D,WINDZONE3 83' MULLION SPAN �'�� i ��
DIMENSIONS INCHARTARE FRAME DIMENSIONS AND DONOT APPROVED CONFIGURATIONS AND RATING CHART TAT OF y
INCLUDE FLANGE DRAWN: Owc No. REV �i�'cFS'c(OR10t G�`\��
scu' NTS DATE 01/11/12 OS SHHET20OF 3 A ///�Sr�NIAii1���\\
REVISIONS
2 1/2" MIN. REV DESCRIPTION DATE APPROVED
EDGE DISTANCE
A REVISED INSTALLATION DETAILS 06/10/15 R.L.
MASONRY/CONCRETE
BY OTHERS
a.. - 1 1/4"
•° e_ MIN. EMBEDMENT
I I � 0.212" 3.800"
I I
1/4" TAPCON \ 1.725"
SECT5768
CLIP ��II SECT5765MULLION
F\\ ALUMINUM 6005-TS.125"THICK
SECT5765
MULLION
4.624' �{
SECT5768
CLIP 1.891 L 0.843"
#10 WOOD SCREW T 81"
I 1.562" O O
I I
I - I
1 3/8" MIN.
EMBEDMENT I II �� 0.375" 1.000"
II ii�
SECT5768 CLIP
WOOD FRAMING/ � ALUMINUM 6063-T5.093'THICK
2X BUCK 1/2" MIN. ��l�.���i
BY OTHERS EDGE DISTANCE
VERTICAL CROSS SECTION
SIGNED:0611112015
Al
MASONRYAANCRETE AND WOOD FRAMING MI WINDOWS AND DOORS \\\\11111111,
INSTALLATION 650 WEST MARKET STREET R•��'1f,9�i��
NOTES: GRATZ, PA 17030-0370 `v•*\G E M q •p
1) FOR FRAMING INSTALLATION USE ALL FOUR HOLES IN 5765 VERTICAL MULLION * 0/,�8�51
INSTALLATION CUP. 83" MULLION SPAN =off=
2) FOR MASONRY/CONCRETE INSTALLATION USE HOLES INSTALLATION DETAILS ��0, TAT OF tom`
AT EACH END OF INSTALLATION CUP. INSTALL TWO ��,�••,� P 4`
TAPCONS PER CLIP. DRAWN, DWD NO. REV ZORIID.
CLIP INSTALLATION SSCALEvLE DATE 08 soE aao A /ii/sS/ONA`1E"����
NTS 01/11/12 3 OF 3 it I