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FL# FL15353-R3
- Application Type Revision
Code Version 2017
Application Status Approved
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.com
Authorized Signature Brent Sitiinger
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
,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 and Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Steven M.Urich,PE
r: Validation Checklist-Hardcopy Received
Certificate of Independence FL15353 R3 COI FLCOI.pdf
Referenced Standard and Year(of Standard) Standard Year
AAMA 450 2010
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/I6/2017
Date Validated 10/2312017
Date Pending FBC Approval 10/26/2017
Date Approved 12/12/2017
Summary of Products
TL# Model,Number or Name Description
15353.1 5764 Horizontal Aluminum Mullion
Limits of Use installation Instructions
Approved for use in HVHZ:No FLIS353 R3_L1_Qa:Q_1_448B.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 FLI5353 R3 AE 5120728.Rd
span. 104-1/4". Created by Independent Third Party:Yes
15353.2 5764 Vertical Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15353_93 g_08-01439B.pdF
Approved for use outside HVHZ:Yes Verifled,By:Luis R Lomas,PE PE-62514
Impact Resistant:Yes Created by Independent Third Patty:Yes
Design Pressure:N/A Evaluation Reports
Other:Max single window size:52-1/8"x 84".Max mullion FL15353 R3 AE_aL2063B.p_0f
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 FL1535 —
3, U-08-01449B.pd
Approved for use.outside HVHZ:Yes Verifibd By: Luis R Lomas,PE PE-62514
Impact Resistant:Yes treated by Independent Third Party:Yes
Design Pressure:N/AEM.v luation Reports
Other:Max single window size:52-1/8"x 84". Max mullion 5353 .3 - Off
sp,an:.156-3/8" Createo'by Independent Third Party:Yes
'15353.4 5765 Vertical Aluminum Mullion
Lurnits-of Use Installation Instructions
Approved for use in HVHZ:No FL15353 I 8-01440B.pdf
Approved for useautside'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 FLi5353 R3 AE !j�64B._�fff
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 FL153' R3 IT 0-01442B1.pdf
Approved for use outside HVHZ:Yes Verified By: Luis R Lomas, PE PE-62514
.Impact Resistant:Yes Creabed'bv Independent Third Party:Yes
Design Pressure:N/A Evaluation-Reports
1
Other:Max single window size: 52-1/8"x 84". Max mullion FL1 3�3 �&E_5129_66B.gdf_
length 83". Created by Independent Third Party:Yes
15353.6 CM-18520 Horizontal Aluminum Mullion
Limits of Use installation Instructions
Approved for use In HVHZ:No 1115353.R3_R3 U_Q&_�S B.�.dtf
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 FL1535 _R3 AE 512075B.PAf
span-156-3/811 Created by Independent Third Party-Yes
15353.7 Horizontal Aluminum Mullion
Limits of Use Installation Instructions
Approved for use In HVHZ-No FL15353 R3 Of
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 R3 AE 512076B.pdf
span-304-114". Created by Independent Third Party:Yes,
15353.8 CM-18531 Vertical Aluminum Mullion
REWSIONS
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS. ,06/10/15 R.L.
NOTES:
1) THE PRODUCT SHOWN,HEREIN IS DESIGNED AND .MANUFACTURED TO a REVISED ANCHORING NOTES'& INSTL DET. ,06/07/17 R.L.
COMPLY WITH REQUIREMENTS OF THE FLORIDA'BUILDING COOL.
2) WOOD FRAMING 70 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" ELCO ULTR(ON TAPCON
4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT'REQUIRFD FOR THIS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM
PRODUCT IN WIND BORNE DEBRIS REGIONS.UP TO WIND ZONE 3EMBEDMENT WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS
5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS SHOWN IN INSTALLATION DETAILS SHEET 3.
DOCUMENT APPLY ONLY TO MULLION. WINDOWS MUST BE APPROVED 3) FOR ANCHORING INTO METAL USE #i0 SMS OR SELF DRILLING
UNDER SEPARATE APPROVAL. SCREW WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM
6) SINGLE WINDOWS.TO BE MULLED ARE NOT LIMITED TO THOSE BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN
SHOWN IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED BY Mi IN INSTALLATION DETAILS SHEET 3,
WINDOWS AND DOORS; INC.
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 MANUFACTURER'S 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,
N 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, D. METAL STRUCTURE -STEEL 18GA (.048") FY=33KS1/FU=52KS1
OR ALUMINUM 6063-T5 FU=30KSI .062" THICK MINIMUM.
6) FOR ATTACHING WINDOW UNITS TO MULLION USE #10 SELF TAPPING
DESIGN PRESSURE TABLE INSTRUCTIONS: SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM
EMBEDMENT OF THREE THREADS PAST THE MULLION WALL. LOCATE
1) DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE SCREWS 5" FROM EACH MULLION END AND 12" MAX. O.C.
CHAPTER 16. THEREAFTER, STAGGER SCREWS AT EACH WINDOW,
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.
SIGNED:,1011312017
TRIBUTARY WIDTH = 411 Wz MI WINDOWS AND DOORS, LLC
2 650 WEST MARKET STREET \\\S
GRATZ, PA 17030-0370 ti v•. ENSF•,lcA��4-
5764 — VERTICAL MULLION *• 0 61
83" MULLION SPAN dltt �
TABLE OF CONTENTS GENERAL NOTES 7S„ TAF OF
SHEET'N0. DESCRIPTION DRAWN: D 5 Np; I REV f�S'c�ORIDP \��~
1 NOTES V.L. 08-01439
2 CONFIGURATIONS AND DP CHART" GALE NTS DATE 01/11/12 S"EET 1 OF 4, B // S�aMA11E��\`\
3 INSTALLATION DETAILS L.ROBERTOLOAtASP.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,N027023 FL No.: 62514
4 COMPONENTS rlAWnRS ftMa5P6X0M
REVISIONS
107 3/8" 107 3/8" 107 3/8" REV DESCRIPTION DATE APPROVED
COIABINED WIDTH COMBINED WIDTHCOMBINED WIDTH
A REVISED INSTALLATION DETAILS 06/10/15 R.L.
VV1 "D W2 W1 W2 W1 SII^IINDOW
W2 B REVISED ANCHORING NOTES & INSTL DET, 06/07/17 R.L.
�
/
8� f� � 8� `/ 8
FRAME FRAME WINDOW FRAME WlNOpW
HEIGHT WINDOW WINDOW HEIGHT WINDOW HEIGHT
(MULLION (MULLION (MULLION
SPA AI
SPAN f SPAN) ///
L I I IIIII I! L-�l
[_ 107 3/8' F_ 107 3/8" 107 3/8"
COMBINED WIDTH COMBINED WIDTH COMBINED WIDTH
W1 W2 W1 w2 q
r-Wz
83,r /f/ wrNDow FRAME
HEIGHT 83" // WIN/DOW $ wlN(((bpw
FRAME WINDO J /l I�WINDO HEIGHT NDO j ¢ WtN p HEIGHT WINDO WINDOW
(MULLION / (MULLION / (MULLION
SPA SPA SPA I
w1--I�w2 w1�� w2 w1 ��w2
107 3/8" 107 3/8" 107 3/8"
COMBINED WIDTH COMBINED WIDTH COMBINED WIDTH
APPROVED:CONFIGURATIONS
MULTIPLE UNITS MAYBE MULLED TOGETHER AS'LONG AS COMBINED
WIDTH DOES ND7'EXCEED 107 318"AS:SHOWN HEREIN.
Des! n pressure ratan Des!n ressure refln_4(Ps8 with rebar SIGNED:1011312017
Mullion
124.0 120.0rf1 0.6 Width
120 0 120.4 25.00' 120 0 ?20.0 120
(In) Mullion _Ttlbutary:wldth in)
span in18.13 25.50 36:00 4 _ 5.50 36.00 42.00 48.00 5213 M! WINDOWS AND DOORS LLC �lllllilrlJ
1 .0 120.0 120.0 120.0 650 WEST MARKET STREET 1��\�5• O�j/��j
37.38 120.0 120.0 120.0 120.0 120.0 920.0 37.38 120.0 120.0 120.0 120.0 120.0 120.0 GRATZ, PA 17030-0370 `-Z v•�`GENsqqf,�
49.63 120.0 98.3 81.2 76.9 75:2 75.1 49.63 120.0 98.3 81.2 76.9 75.2 75.1
6200 71.0 52.2 39.7 35.9 33.4 32.3 6200 95.2 70.0 53.3 48.1 44.8 43.4 5764 - VERTICAL MULLION *• 0 61 '
65.63 59,6 .43.7 33.0 29.6 27.4 26.3 65.61 80.0 58.6 443 39.7 36.7 ,35.3 83" MULLION SPAN
%�•
7200 44.9 32.7 24.4 21.8 19.9 19.0 72.00 60.3 43APPROVED CONFIGURATIONS AND RATING CHARTS.9 32.8 29.2 26.7 25.5 ��. STAT OF tU�
84.00 28.1 20.3 8A- 37.7 27.3 20.1 17.7 16.0 ,15.1 DRAWN! DwcNo. REvLARGE AND . �'✓��'c� ��GRI�Y: ����
DtMENStONStNMALL CHA TISSILE AREF.RAMEDIMENStt?NSANDPACT,LEVEL D,WIND ZDON07 DIMENSIONS NCHARTIARILE IMPACT,LEVEL 0,WIND EFRAMEDIME SIONSANDZDDNNOT
SCALE NTS w1E 01/11/12 O8 sOEt 29 OF 4 B /11
INCLUDE FLANGE. INCLUDE FLANGE.
L.RoeEtlroLohtAsae Luis R. Lamas A.E.
1432 WOODFORD RD LEWISVRLE,NO 27023 FL No.: 62514
434.668.0609 rrbmasgWomaspa.mm
. 5<'
REVISIONS
REV OESCRIPTON GATE APPROVED
i" MIN A REViSEO INSTALLATION DETAILS 06/10/15 R.L.
EDGE DISTANCE
- 6 REVISED APfCkt6RiNG NOT E5 & tNSTL.
MASONRY/CONCRETE
BY OTHERS
a ° ° ° ° 1 1/4
tl° MIN. EMBEDMENT
IU.
Ii I
1/4" ELCO ULTRACON TAPCON MT000022
CLIP
SECT5796
CLIP
i #10 SMS OR
OPTIONAL ' `SELF DRILLING
REBAR
I I / SCREW
I I
64
MULLIO
IM-3
MULLION
METAL '
1/2" MIN. STRUCTURE
EDGE BY OTHERS
MT000022 DISTANCE
CLIP
_ VERTICAL'CROSS SECTION
E ^�
#10 WOOD SCREW METAL INSTALLATION
- i I
I I
1 3/8" MIN.
EMBEDMENT
SIGNED:10,11312017
WOOD. FRAMING/ ME WINDOWS AND DOORS, �` /j, .
LLC ��,1Auttr//
1/2'' MIN 2X BUCK 650 WEST MARKET STREET' �����5 �O,y
BYOTHERS J
EDGE GRATZ, PA 17030-0374 .�,v• �GENS•� cP r
.. t �`
DISTANCE 5764 — VERTICAL MULLION 35i •'*_
VERTICAL CROSS SECTION 83" MULLION. SPAN
MASONRY/CONCRETEAND WOOD FRAMING INSTALLATION DETAILS ��y TAT OF
IIVSTALLA77ON
ORaNlN: OWO N0.
08
Sckc NTS 01/11/12 so�39 B
OF°ATE
NOTE: CLIPS MAY BE USED IN MASONRY/CONCRETE L.ROeERTOLOMASP.E. Luis R. Lomas P.E.
OR WOOD FRAMING SUBSTRATE. 1432 WOODFORD RD LEWISVILLE,N027023
434.609.0609 r1loMA991710MRSP&COM FL No.: .62514
REVISIONS.
REV DESCRIPTION DATE APPROVED
.3.261„
A REVISED INSTALLATION DETAILS 06/10/15- R.L.
11.375�!
R ,REVISED ANCHORING°NOT€S & INSTL DET. 06/07/17 R-L-
0.62 .
3.250"
I
0.843"
4.0!!00"
LO 3."750"
IT 1.0Y2X
5"
MT000022 CLIP
16GA(,0631 GALVANIZED STEEL 2"
SEE NOTE 2 A 3,THIS SHEET.
2" 2.875"
�-- 2.140"—I
I_. 3.750"
4.843°
{ ===1.125" 2:189" �'
1.0 0" 0.375" SEC00-210"
SECT5764 MULLION FOR CONCRETE INSTALLATION
ALUMINUM 6005-T5,125"THICK ALUMINUM 6063 T5.125"7H1CK
` 2X 00,210"
1.531 1.562" a
I -----.-- SIGNED: 10/18/2017
RF-1. ?EBAR SECT5796 CLIP MI WINDOWS AND DOORS, LLC `Y�111111_!!!!tJ
16GA(062)GALVANIZED STEEL FOR WOOD FRAMING INSTALLATION 680 WEST MARKET STREET ��� ,% R- bh//�/r
ALUMINUM.5063T5.i25"TFIICIZ GRATZ, PA 17030-0370 y•��G�N �.9 'r�
5764 - VERTICAL MULLION " �51
83" MULLION SPAN r
NOTES: 1. CLIPS MAY BE USED IN COMPONENTS ^' - TATS OF ty`
MASONRY/CONCRETE OR WOOD FRAMING
SUBSTRATE. DRAwll - no. Re10810
2. USE ALL FOUR MANCHOR ETAL SLOCATIONS. ALE.NTS�1432
01/11/12 TALLATION T. OS s0 ET49 OF 4 B r�ifit
3. FOR CONCRETE INSTALLATION'USE 2 L RoBER70LOMASP,EANCHOR LOCATIONS ONLY WITH 3 1/4" OODFORDRD.LEWtSVILLE,NC27023 Luis R. Lomas P.E.
SEPARATION BETWEEN ANCHORS, 434-60-0809 dl0MaS@fd0M0Spe.cOM FL No.:' '62514