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3
FL 3t FL15353-R2
31.1s 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 Ext 2560
bsitlinger@miwd.eom
Authorized Signature Brent Sitlinger
bsitlinger@miwd.com
Technical Representative
Address/Phone/Email
t
-' Quality Assurance Representative
Address/Phone/Email
l`
Category Windows
Subcategory Mullions
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
C� 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 12/31/2015
Validated By Steven M.Urich,PE
./j Validation Checklist-Hardcopy Received
Certificate of Independence FL15353 R2 COl FLM_—pdf
Referenced Standard and Year(of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
1710.5.3
Product Approval Method . Method 2 Option B Oil"
Date Submitted 06/15/2015
Date Validated 06/15/2015
http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH85 gvdWISXr ... 7 24/2015
' Florida Building lode Unlme rage L ui 1
Date Pending FBC Approval 0 6/2 1120 15
Summary of Products
FL 49 Model,Number or Name Description
115353.1 15764 Horizontal Aluminum Mullion j
Limits of Use Installation Instructions j
Approved for use in HVHZ:No FLI5353 R2 II 08-01446A.pdf
Approved for use outside HVHZ:Yes Verified By:Luis R Lomas,PE PE-62514 j
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: FLI5353 R2 AE 512072A.pdf i
52-1/8% Created by Independent Third Party:Yes i
15353.2 15764 Vertical Aluminum Mullion
Limits of Use Installation Instructions-
Approved for use In HVHZ:No FL15353 R2 II 0$-014nA.pdf
Approved for use outside HVHZ:Yes Verified By:Luis R Lomas,PE PE-62514 f
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.pdf '
Created by Independent Third Party-Yes i
15353.3 15765 Horizontal Aluminum Mullion
Limits of Use Installation Instructions
Approved for useIn HVHZ:No FLI5353 R2 It Q8-01449A.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
Approved for use in HVHZ:No FLI5353 R2 II 08-01440A.pdf '
Approved for use outside HVHZ:Yes Verified By:Luis R Lamas,PE PE-62514
Impact Resistant:Yes Created by Independent Third Party:Yes I
Design Pressure:N/A Evaluation Reports
Other:Max single window size:52-1/8'x 84".Max mullion span:83". FL1S353 R2 AF 512064A.udf
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 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 r
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 FLI5353 R2 11 08-01451A.pdf
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 512075A.pdf I
104-1/4" Created by IndependentThird.Party:Yes
15353.7 CM-18523 Horizontal Aluminum Mullion
Limits of Use installation Instructions
Approved for use in HVHZ:No FLI5353 R2 II 08-01452A.pdf
Approved for use outside HVHZ:Yes Verified By:Luis R Lomas,PE PE-62514
Impact Resistant:Yes Created by Independent Third Party:Yes f
Design Pressure:N/A Evaluation Reports
Other:Max single window size-52-1/8"x 84'.Max mullion span- FI 15353 R2 AE 512076A odf
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 FLi S353 R2 II Ca-01443A Mf
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 512067A pd6
Created by Independent Third Party:Yes
15353.9 JCMw18532 Horizontal Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15353 R2 ii 08-01453A.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- 1 FL15353'R2 AE 512077A odf
104-1/4" Created by Independent Third Party:Yes II
15353.10 CM-16533 Vertical Aluminum Mullion
i
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15353 P.2 11 08-01444A.odf
Approved for use outside HVHZ:Yes Verified By:Luis R Lomas,PE PE-62514 i
Impact Resistant:Yes Created by Independent Third,Party:Yes i
Design Pressure:N/A Evaluation Reports
Other:Max single window size:52-118"x.84".Max mullion span:83' FL15353 R2 AF 512068A.pdf
Created by Independent Third Party:Yes f
15353.11 CM-18534 Horizontal Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ:No FLI5353 R2 II 08-01454A.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: FLI5353 R2 AE 512078A.Ddf
104-1/4'. Created by Independent Third Party:Yes
htty://floridabuilding.org/car/car_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWISXrzuh... 7/24/2015
REVISIONS
REV DESCRIPTION DATE APPROVED
NOTES: A REVISED INSTALLATION DETAILS 06/10/15 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 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 15 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 70 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 = ',M1 + Y
2 SIGNED:06/i i/20i5
MI WINDOWS AND DOORS o\klLIuu///
650 WEST. MARKET STREET \���J\5 R ..4j.
GRATZ, PA 17030-0370 `��,••��CENo'. S%
TABLE OF CONTENTS CM-18531 — VERTICAL MULLION =*• 0,,.&&��61� *'s
83" MULLION SPAN
SHEET NO. DESCRIPTION GENERAL NOTES �y0, STATE OF
0�.•
1 NOTES DRAVIN; DING NO. REV �j��ts �OR10� •�D\���
2 CONFIGURATIONS AND OP CHART V.L.
08 s01443 A �ONAiI�����\
3 INSTALLATION DETAILS NTS DATE 01/11/12 1 OF 3
,r m
REVSIONS
107 3/8" F _ 107 3%8" 107 3/8" REV DESCRIPTION DATE APPROVED
COMBINED WIDTH COMBINED WIDTH COMBINED 1 H
A REVISED INSTALLATION DETAILS 06'/10/15 R.L.
w1-jI W2 - W1 W2 W1--{� W2
BY 831, 83„
FRAME FRAME WINDOW WINDOW FRAME WINDOW I�INDOW
WINDOW WINDOW
HEIGHT HEIGHT HEIGHT
(MULLION / (MULLION
(MULLION
SPA SPAN)� � SPAN
/
107 3/11" 101 3/8" 107 3/8"
COMBINED WIDTH COMBINED WIDTH COMBINED WIDTH
W1 - r-W2 W1 W2 W1 W2
I WINDOW 83" / l/ WINDOW // 83„ /f /// WINDOW
ri
83" � /� / /'
FRAME WlNDO El
FRAME FRAME /
HEIGHT /� HEIGHT HEIGHT WINDOW
(MULLION /' (MULLION / (MULLION
SPAN) / SPAN) / / / SPAN)
/d /f l/ l/ l/ 11 l/ 11
1
w 1---i r- w2 w t -I tom-•W 2 W 1 {f•- w2
107 3/8" 107 3/8" 107 3/8"
COMBINED WIDTH COMBINED WIDTH t7COMBINED WIDTH
APPROVED CONFIGURATIONS
MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG.AS COMBINED
WIDTH DOES NOT EXCEED 107 X&AS SHOWN HEREIN.
Design pressure rating(psO Design pressure rating(psi)
Units anchored Into wood framing Units anchored into masonry/concrete
Mullion Tributary width(In) Mullion Tributary width(in)
span(in) 16.13 25.60 38,00 42,00 48.00 52.13 span(In) 18:13 25.50 20.00 42.00 48.00 -62.13.
25.00 130,0 130.0 130.0. 130.0 130.0 130.0 25:00 1130.01130.0 130.0 130.0 130.0_ 130.0
37.28 130.0 130.0 130.0 130.0 130.0 130.0 37,38 130.0 1130.0 130.0 130.0 130.0 130.0 SIGNED:06/1112015
49.63 130.0 130.0 130.0 130.0 130.0 130.0 49.63 130.0 130.0 130.0 130.0 130.0 130.0.
82.00 130.0 130.0 112.0 103.0 97.3 94.7 62.00 130.0 130.0 128.7 118.4 111.8 108.91MI WINDOWS AND DOORS
65.63 130.0 130.0 103.5 94.7 88.8 ko 05.63 130,0 130.0 118.9 108.8 1021 98.9
72.00 130.0 117.4 91.3 828 77.0 74.1 72.00 130.0 130.0 104.9 95.2 88;5 85.2 650 WEST MARKET STREET �\\_J�,•''•. t/9�i�
GRATZ, PA 17030-0370 vim• \GENS dT
84.00 .130.0 97.(i 71.8 63:2 57.2 54.0 64.00 130.0 97.6 71.8 63.2 57.2 54.0 v R
CM-18531 - VERTICAL MULLION 09;�"
LARGE AND SMALL MISSILE IMPACT,LEVELD,WINDZONE3 .83" MULLION SPANCONFIGURATIONS AND DP CHARTS r� S�TOF
�;
DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT ��0•• [V
INCLUDE FLANGE DRAWN: Drrc NO. REV �i��sCORIDV
SCALE GATE DB.SOR 1�443 A ////S�QNF111�?\\\\
NTS 01/11/12 2 OF 3
u
REVISIONS
2 1/2" MIN. REV DESCRIPTION GATE —1011
E0
-{ EDGE
DISTANCE MASONRY/CONCRETE A REVISED INSTALLATION DETAIL 06/70/15 R.L.
BY OTHERS 3 17/32"
o° ° MIN. EMBEDMENT
L SECT CM-18531 MULLION
ALUMINUM 6005•T5,125"THICK
1/4" TAPCON
I
SECT576B
CLIP
4 5/8" a o
1
'V
SECT'CM-18531'
MULLION
i 29/32 27/32"
SECT5768 I 25/32"
CLIP 1 9/16" O O
#10 WOOD SCREW CLIP INSTALLATION
4X 05/32"
1 3 8 MIN. SECT5768 CLIP
EMBEDMENT ALUMINUM 6063•75.093"THICK
WOOD FRAMING/
1/2" MIN.
--{ 2X BUCK
EDGE
DISTANCE BY OTHERS
SIGNED:0611112015
VERTICAL SECTIONMASONRY ONC ETEOSS ANDWOODFRAMING Msso IwDOWEST M MARKET
SDOORS 5 1R. Lo
TREET
INSTALLATION
GRATZ, PA 17030-0370 `v,•�\GENS�•9dT�
NOTES: CM-18531 — VERTICAL MULLION a�•//�'{'�0yl
1) FOR FRAMING INSTALLATION USE ALL FOUR HOLES IN 83" MULLION SPAN ( u?��`
INSTALLATION CLIP. INSTALLATION DETAILSQ TAT OF �tu�
2) FOR MASONRY/CONCRETE INSTALLATION USE HOLES [DRAWN: DWG NO. REV %'IFSAT EACH END OF INSTALLATION CLIP. INSTALL TWO L. NTS D^TE 01/11/12 06 50 4430F 3 A SIONAIL��\\\\
TAPCONS PER CLIP.
REVISIONS
REV DESCRIPTION DATE APPROVE.�1O WOOD CM-18532 MULLION
SCREW SELF STACK 1 1/4" A REVISED INSTALLATION DETAILS 06/10/15, R.L.
1 3/8" 7/4' TAPCON MIN. EMBEDMENT
MIN. EMBEDMENT CLIP 68
CLIP INTERIOR
1
1/2" MIN. 2 1/2"
EDGE d'. MIN.
DISTANCE •-••--•.•I EDGE
j— DISTANCE
WOOD FRAMING °
° d
OR 2X BUCK I.......... _
BY OTHERS
d
MASONRY/CONCRETE
BY OTHERS
4
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 #1C 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:0611112015
6) ALL FASTENERS TO BE CORROSION RESISTANT.
7) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S MI WINDOWS AND DOORS
INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH 650 WEST MARKET STREET \\�\$ R' D
STRENGTHS LESS THAN.THE MINIMUM STRENGTH SPECIFIED BELOW: �\J`' pEN�
GRATZ, PA 17030-0370 \
A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0:42 -�
B. CONCRETE— MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. CM-18532 HORIZONTAL MULLION `tlr•[/t���p ,g1 tik
SINGLE, TWIN AND TRIPLE WITH TRANSOM =� S6'
INSTALLATION DETAILS �yy, TAT OF
DRAWN: DWG NO, REV i�'c••'c<pRSOP. \
SCA!E NTS DArE 03/O6 12 08 SNOE�330F 3 A ����
REVISIONS
REV DESCRIPTION DATE APPROVED
156 IT WI A REVISED INSTALLATION DETAILS O6 10/15 R.L.
MAX. UNIT WIDTH I /
(MULLION SPAN)
H 1 WINDOW
168"
MAX.
COMBINED �4 5/8"
HEIGHT H2 WINDOW WINDOW WINDOW
ma um design pressure capacity art(PsO 1 29/32" 27/32"
Tributary Mullion Span and Individual unit width(i
Height 54.00 72,00 90.00 108;00126.00 144.00 15 156.38 8;,
(in) 18.00 24,00 -30:00 36,00 42:00 48.00 $2.13 25/32" 0
18.00 P13O. 130.0 130:0 13D.0 116:2 87.5 68.2 1 9/16" O 13/16" 5 3/32"
24.00 130.0 130:0 106.2 89.4 66.0 'S1.5 t-o
30.00 130.0 108.7 87.7 73.5 53.2 41.4
36.00 123.5. 94.1 75.5 62.9 44.7 34.842.00 110.0 83,4 66.8 55.5 38.7 30.1 6X1�5/32"
48.06 99.9 75.3 60.1 49.9 34.2 26.53/854.00 92.1 69.0 54.9 45.5 317 23.8 SECT5768 CLIP
60.00 86.0 64.0 50.7 41.9 279 21.8 ALUMINUM6063-T5.003°THICK
66.00 122.4 81.1 59.9 47.3 38:9 25.6 19.8 FOR WOOD FRAMING INSTALLATION
72.00 116.2 77.21 56.5 44.4 36.1 23.7 18.3
7B.00 11o,s 73.s s3.7 42.0 33.8 22.1 17.1 CM i8532.MULLION
64.00 1 105.41 70.6 1 51.4 40.0 31.6 20.8 16.0 4 5/8" -{ ALUMINUM 6005-T5.125"THICK
13/16" 3"
LARGE AND SMALL MISSILE IMPACT,LEVEL D,WIND ZONE 3 T
DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT
INCLUDE FLANGE 1 9/16" O 25 32'
SECT5768 CLIP 2xv5/32"
ALUMINUM 6063-T5.093"THICK
FOR MASONRY/CONCRETE INSTALLATION
SIGNED:0611112015
DESIGN PRESSURE TABLE INSTRUCTIONS:
1) DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16. MI WINDOWS AND DOORS
2) DETERMINE TRIBUTARY HEIGHT AND MULLION SPAN BASED ON PRODUCT TO BE TRIBUTARY HEIGHT H1 + H2 650 WEST MARKET STREETREM����i�i
2. GRATZ, PA 17030-0370
INSTALLED. SEE FORMULA FOR TRIBUTARY HEIGHT.
=v,•�VC SF,cf� ;
3) LOCATE MULLION SPAN_ (UNIT WIDTH) AND TRIBUTARY HEIGHT. AT THE CM-18532 HORIZONTAL MULLION O,61251
INTERSECTION OF COLUMN AND ROW CONTAINING THE MULLION SPAN AND SINGLE, TWIN, AND TRIPLE WITH TRANSOM , (fir
TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING FOR PRODUCT IN STEP ELEVATION AND COMPONENTS S�TATiu`
2. 4i
MULLION RATING MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN DRAWN:L
D'NG NO. REV dl:°
PRESSURE OBTAINED IN STEP 1. SCALEDATE OS SOEE453 A ��//S�ONA;1E�����
03/06/12 2 OF 3
52 1/8" 104.25" REVISIONS
MAX. UNIT WIDTH MAX. UNIT WIDTH REV DESCRIPTION DATE APPROVED
r--T (MULLION SPAN) (MULLION SPAN) A REVISED INSTALLATION DETAILS 06/10/15 R.L.
H1 WINDOW NOTES:
7H1 WINDOW 168" 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO
168 I MAX, COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE.
MAX. 1- COMBINED 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND
COMBINED
HEIGHT TH2 WINDOW WINDOW ANCHORED 70 PROPERLY TRANSFER ALL LOADS TO STRUCTURE.
FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE
H2 WINDOW 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 desi n pressure capacity chart FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
Maximum des! n resssure Tributary Mullion Span and individual unit width(in) 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REOUIRED FOR THIS
Tributary Mullion span(in) I Height 36.00 48.00 160.00 72.00 84.00 96.00 104.2S PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3
height .18.00 24.00 30.00 136.00 142.00 40.00 152431 (In) 18.'00 24.00 130.00 36.00 42.00 48.00 52.13 5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS
18.00 130.0 130.0 130.01 130.01 130.0 ,130,0 1130.01 18.00 130.0 130.0 1 130.0 13MO 130.0 130.0 130.0 DOCUMENT APPLY ONLY TO THE MULLION. WINDOWS MUST BE
24.00 130.0 130.0 130.0 q130.0
30.0 130,0 130,0 24:00 130.0 130.0 130.0 130.0 130.0 -121.3 110.5 APPROVED UNDER SEPARATE APPROVAL.
30.00 130.0 130.0 130.0. 30.0 130.0 130.0 30.00 130.0 130.0 130.0 130.0 118.2 400.7 91.4 6) SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN
36.00 130.0 130.0 130.0 30.0 13D.0 130.0 36.00 130.0 130.0 130.0 125.8 103.0 87.1 76.8 IN THIS DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE
42.00 130.0 130.0 130.0 30.0 130.0 130.0 42.00 130.0 130,0 130.0 113.7 92.5 77.7 70.0 MANUFACTURED BY MI WINDOWS AND DOORS
48.00 130.0 130.0 130.0 30.0 130,0 130.0 N72.00
130.0 130.0 130.0 104.5 84.7 70.8 63.5 7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE
54.00 130.0 130.0 130.0 30.0 130.0 130.0 130.0 130.0 127.0 97.4 78.6 65.5 58.6LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL
60.00 130.0 130.0 130.0 30.0 130.0 130.0 130.0 130:D 120.8 91.8 73.7 61.2 54.7 VERTI A UNIT,
66.00 130.0 13D.0 130.0 30.0 130.0 130.0 i30.O 130.0 115.7 87.4. 69.7 57.7 51.5 8) VERTICAL MULLIONS ARE NOT PART OF THIS APPROVAL. VERTICAL
MULLION'S.USED TO MULL UNITS SIDE BY SIDE MUST HAVE
72.00 130.0 130.0 130.0 130.0 130.0 130.0 130.0 M0.0 130.0 110.9 83.9 66.5 54.8 48.8 SEPARATE APPROVAL.
78,OD 130.0 130.0 130.0 1300 130.0 130.0 130.0 130.0 130.0 106.6 50.9 63.5 52.4 46.5 9) FOR ADDITIONAL APPROVED CONFIGURATIONS SEE SHEET 2.
84.00 130,0 130.0 130,0130.0 13D.0 130.0 130.0 130.0 130.0 102.6 78.1 61.6 50.3 44.6
LARGE AND SMALL MISSILE IMPACT,LEVEL D,WIND ZONES 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 DO NOT
INCLUDE FLANGE INCLUDE FLANGE
DESIGN PRESSURE TABLE INSTRUCTIONS:
i) DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE
CHAPTER 16.
2) DETERMINE TRIBUTARY HEIGHT AND MULLION SPAN BASED ON TRIBUTARY HEIGHT= 11 + 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:0611112015
MULLION RATING MUST BE EQUAL OR GREATER THAN REQUIRED
DESIGN PRESSURE OBTAINED IN STEP 1. MI WINDOWS AND DOORS \J�o��\\II1R11)L o;1l
650 WEST MARKET STREET ;� ?\CEN9cP�i
GRATZ, PA 17030-0370 F,
CM-18532 HORIZONTAL MULLION 0�j�51
SINGLE, TWIN AND TRIPLE WITH TRANSOM ( `
TABLE OF CONTENTS ELEVATION AND GENERAL NOTES � , $TATEE OF
SHEET NO. DESCRIPTION DRAWN: DWG NO. REV %�'rFS FCORIa\::G\���
1, 2 ELEVATION, NOTES AND DESIGN PRESSURE CHARTS scams DATE 08 SOE453 A //S/ONA;I�C\\���
3 INSTALLATION DETAILS. NTS 03/O6/12 1 OF 3