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Regulation-
Product Ajiumval Piers,>Product or Application 52arch>"Application List>Application Detail i L .-• �.+-
w,-s_.r s•. t9 FL 0 FLIS447-R3 6
�''°`• Application Type Revision
Code Version 2010
Application Status Approved
-Approved by DBPR.Approvals by DBPR shall be reviewed and ratified.by the POC
and/or the Commissionif necessary. -
Comments
Archived
Product Manufacturer MI Windows and Doors
Address/Phone/Email .650 West Market Street
Gratz,PA 17030
(717)365-3300 Ext 2560
bsltlinger@miwd.com
Authorized Signature Brent Sitlinger
bsitlinger@mWd.com
Technical Representative
Address/PhonoEmall
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Llstlng
Certification Agency American Architectural Manufacturers Association
Validated By Steven M-Urich,PE
*! Validation Checklist:-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
HAMA 506 2006
AAMA 506 2008
AAMAfWDMA/CSA 101/I.S.2/A440 2005
AAMA/WDMA/CSA 101/I.S.2/A440 2008
Equivalence of Product Standards
'Certified By .
Product Approval Method Method 1 Option A
Date Submitted 10/16/2014
Date Validated 10/28/2014
Date Pending FBC Approval
Date Approved 11/05/2014
http://floridabuilding.org/pr/par app dtl.aspx?parain=wGBVXQwtDgtep%21 DhVRQZH... 11/13/2014
Florida.Building Code Online Page 3 of 4
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:No FL15447 R3 C-CAC APC 86057:01-109-47-110 1855H FIN 52X72
Approved for use outside HVHZ:Yes R60.odf
!Impact Reslstant:.No. Quality Assurance Contract Expiration Date
Design Pressure:+60/-60 01/09/2016.
Other:1-1-1160 Installation Instructions_.
FL15447 R31I 08-01508 512135.odf
Verified By:Luis R.Lomas,PE PE-62514
Created byIndependent Thi d Party:Yes
Evaluation Reports
FL15447'113 AE-512135 86057.01.136062-3 01.0f
Created by Independent Third Party:-Yes
15447.9 1185 SH 52x72 Flange Frame Single Glazed
Limits of Use Certlficatlon,Agency Certificate
Approved for use in HVHZ:No FL15447 R3 C CAC APC 86062 01-109-47-RO 165 SH FLG 527(72
Approved for,use outside HVHZ:Yes R60•odf
Impact Resistant No Quality.Assurance Contract Expiration Date
Design Pressure:+60/-60 01/09/2016-
Other:H-1160 Installation Instructions
FLIS447 R3 11 68-01508 512135,odf
Verified By:Luis R.Lomas,.PE-PE-62514
Created by Independent Third Party:Yes
Evaluation Reports
FL15447 R3.AE'512135 8605701 86062-3 01.odf
Created by.Independent Third Party::Yes
15447.10 JOS SH 52x72 Flange Frame Insulated Glass
Limits of Use. Certification Agency Certificate
Approved for.use In HVHZ:No FLIS447 P3 C CAC APC 86063.01-109-47-RO-185MD IG FLG 52X72
Approved for use,outside,HVHZ:Yes R6 - P- 0 f;d6
Impact Resistant-No Quality Assurance Contract Expiration Date
Design Pressure:+60%-70 01/09/2016
Other:H-1160 Installation Instructions
FL15447 R3 11'08-01508 512135:6df
Verified By:Luis R.Lomas,PE PE-62514
Created by Independent Third Party:Yes
Evaluation Reports
FL15447 R3 AE 512135 66057 01 860623 0I.odf
Created by:Independent Thirc!�Party:Yes
15447.11 185 SH 52x72 Fin Frame Laminated.Glass
Limits of Use Certification Agency Certificate'
i Approved foruse in HVHZ:No FL15447 R3r C.CAC-APC 86513:02 B6513,01 185 SH FIN SG
Approved for use.outside HVHZ:Yes 3-32A,090PVB,3=32A 52X72 R55:odF
Impact Resistant Yes Quality Assurance Contract Expiration Date
Design Pressure:+55/-55 01/25/2016
Other:H-R55,Missile Level D,wind Zone 3- Installation Instructions
FLIS447 R3"fI.'OS-01511.odf
Verified By:.Luis R.Lomas,PE PE-62514
Created by.Independent Third Party.-Yes
Evaluation Reports
FL15447 R3 AE.512138 B5181 01-C4B6513 01-02.[)Of
Created.by Independent Third Party::Yes
115447.12 1185sm 52x72 Flange Frame Laminated Glass
Limits of Use - Certification-Agency Certificate
1-Approved for use in HVHZ:No 1=7.1_5 7 113.C CAC APC B6513,'2 66513,01 185 SH FLG SG
!Approved for use outside HVHZ:Yes -92A 0 OP V B,3-32A 52x72 R55.pdf
Impact Resisianti Yes QualltyAssura_nce Contract Expiration Date
Design -1155,Missile
01/25latio
Other:H-RSS,.Missile Level D,Wind Zone Installation Instructions
i FL15447 R3'I1'08-01511.odf.
! Verified By:Luis R.Lomas,PE PE-62514
Created by Independent Third Party'Yes
Evaluation Reports
FLIS447 R3 8E'512i38B518101-04-6651301-02,odf
Created by Independent Third Party:Yes
15447.13 1185 SH 52x72 Fin Frame Insulating Glass
Limits of Use Certification:Agency Certificate
Approved for use in HVHZ:No _ R15447 R3 C CAC APC 66056.01-109-47-RO 185 SH FIN 52X72 R60-
Approved for use outside HVHZ:Yes DP70.odf
Impact Resistant No Quality Assurance Contract Expiration Date
Design Pressure:+60/-70 02/02/2016
Other:H-R60-Glass must comply with ASTM E130D-04- Installation Instructions
FL15447 R3 11 Install instruct-"185 SH FIN 66056.01(As Tested).Ddf
Verified By:,American ArchitecturalManufacturersAssociation
Created by Independent Third Party:.
Evaluation Reports
iI Created by Independent Third.Party:.
15447.14 - 185 SH 52x90 Fin Frame Single Glazed.
Limits of Use Certification Agency Certificate
1 Approved for use in HVHZ:No PL15447 R3 C CAC APC'69731.01-109-47-RS 185 SH FLN SG 3=16A
Approved for use outside HVHZ!Yes 52 1-8X90 R60.cdf
Impact.Resistant:-No Quality Assurance Contract Expiration Date
-,Design Pressure.:+601-60 05/24/2016 .
Other:H-R60..Glass must comply with A5TM E1300-04. nstallation Instructions
! F115447 R3 II'Install instruct-185 5H FIN 69731.01(As Tested).odf
Verified By:American Architectural Manufacturers Association
Created by Independent Third Party
Evaluation Reports
Created by Independent Third.Party:. I
15447.15 185 SH 52x90 Flange Frame Single Glazed
Limps of Use Certification Agency Certificate
Approved for use in HVHZ:No FL15447 111t CAC APC 89732.01 -109-47-Ri 165 SH FLG SG 3-16A
'Approved for use,outside HVHZ:Yes 52 1-SX 0.1160. df
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure:+60/-60 05/24/2016-
Other,H-R60 Installation Instructions
FLIS447 R3 Ir Install Instruct-185 SH FLG 52x90 08-61728.pd
Verified By:Luis R.Lomas,PE PE-62514
Created by.Independent Third Party _Yes
Evaluation Reports
http://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtep%2bDhVRQZH... 11/13/2014
52" MAX FRAME WIDTH REVISLNS
3" MAX ��12" MAX O.C. 3" MAX REV DESCRIPTION DATE APPROVED
3" MAX
-r NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY,WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE.
I 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
_-L TRANSFER ALL LOADSTO.STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
12" 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE. 1.X BUCK IS NOT USED
MAX O'.C. DISSIMILAR MATERIALS MUST BE SEPARATED WITH„APPROVED COATING OR MEMBRANE.
-7 SELECTION OF COATING OR MEMBRANE 1S THE RESPONSIBILITY OF`THE ARCHITECT OR
ENGINEER OF RECORD.
72" 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT ,USED IN THE DESIGN OF THE PRODUCT
MAX
FRAME SHOWN HEREIN. WIND COAD DURATION FACTOR Cd='1:6 WAS USED FOR WOOD ANCHOR
'.
HEIGHT CALCULATIONS.
5. FRAME:MATERIAL: ALUMINUM 5063-T5,
6'. UNITS 'MUST BE.GLAZED PER ASTM E1300-04, SEE SHEET 2 FOR GLASS -0PTIONS.
7. APPROVED IMPACT PROTECTIVE SYSTEM ISNOT REQUIRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
B. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE
SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4"'.
9. FOR NAIL FIN INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE #6 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE,
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION•DETAILS:
3" MAX 10. FOR FRAME INSTALLATION INTO WOOD-FRAMING OR`2X BUCK USE #10 WOOD SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM:EMBEDMENT INTO SUBSTRATE. LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
185/3185 SINGLE HUNG FIN FRAME 11. FOR FRAME INSTALLATION INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT
EXTERIOR VIEW LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 5/8"
DESIGN PRESSURE RA TING IMPACT RATING. MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
DETAILS.
t55RSF LARGEANIISMALL 12. ALL FASTENERS TO BE CORROSION RESISTANT.
MISSILE IMPACT 13. INSTALLATION ANCHORS SHALL BE INSTALLED' 114 ACCORDANCE WITH ANCHOR
MISSILE LEVEL D,WIND ZONE'S MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH'SPECIFIED BELOW:
NUMBE0.OFAN661Z LOCATIONS REQUIRED FOP.NAIL FIN INSTALLATION A. WOOD - 'MINIMUM SPECIFIC GRAVITY OF G=0.42
Window Window WIdth(in) B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI.
Haight ae.00. 24.00 . 30.00 36.00 42,00 48.00 5z.00 C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER).
.(in) Head Jamb Head Jamb Head Tdmb Head Jomb.Head Jamb Head Tomb' Head Jamb -
24.00• 2-33 13 ;3' '3 1 4 1 3 4' 3 5 1 3 .5 3�..
30.00 2 3 3. '3" .A 3 1 4: 1-3 4 3 5 1"3 .5 3
36.00 '2 4 3 4 3 4 1 4 1 4 4. 4 5 1 4 .5 4
42.00 2 4 3. 4 3 4 4 4 4-' 4 5 4 54 SIGNED:a4/1B/2012
48.00 2 5 3 5 3 5 4 5 4 5 5 5 5 5 11111ffI
54.00 2. 5 3 5 3' 6 4 5. 4 5 5 5 5 5 M650 IWEST MARKET
STOOKS -`vJ\S\CE�� �s//'
60.00 2 6 3 6 3 6 4 6 4 6 5 6 5 6
66,00. 2 '3 6 3 6 4 'b 4 6" . 5 6 5 6. GRANTZ, PA 17030-0370 +
.. V F.. 5.
72.00 2 7 3 7 . 3 7 4 .7 4 7 5 7 5 7. SERIES 185/3185 SINGLE' HUNG ALUMINUM. WINDOW z:*r,f/tt�o52 '
X.72,IMPACT O• S(
TABLE OF CONTENTS ELEVATION AND NOTES TATIf OF
SHEET NO. DESCRIPTION DRAWN: 0'NG N0. REV �i'c •'cCOR10P•
1 - 2 ELEVATION AND GENERAL NOTES V.L. 1 08-01511 - //,��/�S�ONAI-�aG�\\\
3 - 5 INSTALLATION DETAILS SLUE NTS I DATE 04/17/12 JSHEEIJ OF 5 /VffI1111111��V
06
REVISIONS
ANCHORS TO BE
EQUALLY SPACED 52" MAX FRAME WIDTH REV DESCRIPTION DATE APPROVED
REFER TO CHARTS
FOR NUMBER 3" -I 3" MAX
OF ANCHORS MAX
REQUIRED
MAX
1
1_ 5/8"
9/32"
14„ 3/32" ANN 3/32" ANN
MAX .090" PVB BY DUPONT
O,C, .090" PVB BY DUPONT
1/8" ANN 3/32" ANN f 3/32" ANN
�— 72
MAX BUTYL REINFORCED SILICONE
HEIGHT
ALUMINUM SPACER SILICONE
H
HEIGHT SYSTEM
SETTING BLOCK 1/2" BITE SETTING BLOCK 1/2" BITE
EXTERIOR INTERIOR EXTERIOR INTERIOR
GLAZING B GLAZING A
3" MAX
185/3185 SINGLE HUNG FLANGE AND FINLESS FRAME
EXTERIOR VIEW
DESIGN PRESSURE RATING IMPAOT RATING
t55PSF LARGE AND SMALL
MISSILE IMPACT
MISSILE LEVEL D,WIND ZONE 3
NUMBEROFAN6HORLO6ATIONSREQUIREDFORFRAMEINSTALLATiON
Window Window Wid16(In)
Height 18.00 1 24.00 30.00 1 36.00 42.00 1 48.00 52,00
(in) Head I Jamb I Head I Jamb Head I Jamb I Head I Jamb Head Jamb Head lamb Wad Jamb MI WINDOWS AND DOORS \��u1)ulrry�
24.00 2 3' 2 3 3 3 3 3 3 3 3 3' 3 3 650 WEST MARKET STREETREN�4f9��i��
30.00 -2 1 3 1 2 1 3 3 1 3 3 1 3 3 3 1 3- .3 3 3
36.00 2 1 4 1 2 1 4 3. 1 4 3 1 4 3 4 1 3. 4 3 4 GRANTZ,, PA 17030-0370 =v,��G 8F•�.
42.00. z 1 4 1 2 4 3 4 3 .:4 3 4 3 4. 3; 4 SERIES 185/3185 SINGLE HUNG ALUMINUM WINDOW o X28vN�4�
4800 2- :4' 2 4 3- 4 3 4 3 43- `4 3 4 52 X 72 IMPACT �q
54.00 2 5 2 5 3 5 3 `5 3 5 3' .5- 3 5 ELEVATION AND GLAZING DETAILS i�0., $TAT OF
60.00 2 5 2 5. 3 5 3 5 - 3 5. 3 5 3 5 ��••F ��
66,00 2 6 2 6 3 6 3 6 3 6 3 fi 3 6 ovrGNO. OB-01511J//FiS+, R72.00 :2 6 2 6 3 6 3 6 3 6 36 4 6 ISDRAWN'.N
EEOAIE 015 TS 04/17/12 2 OF
c�.
_2 5/B" MINIMUM REVISIONS
MASONRY/CONCRETE EDGE DISTANCE REV OESCRiPTroN
BY OTHERS, OnrE APPROVED
2X SUCK OR
° WOOD FRAMING
BY OTHERS•
1X BUCK TO BE 1 1/ TO BE PROPERLY
4" SECURED
PROPERLY SECURED o ° MIN.
* a ° EMBEDMENT CAULK BETWEEN 1 3/B" MIN.
1 FLANGE AND BUCK EMBEDMENT
CAULK BETWEEN 1/4" j 1/4".MAX.
FLANGE AND BUCK MAX, .SHIM SHIM`
3/16" TAPCON INTERIOR #1D WOOD SCREW
INTERIOR
EXTERIOR EXTERIOR
SILL TO BE SET
IN A BED OF SILL TO BE SET
PERIMETER APPROVED SEALANT IN A BED OF
CAULKsTDaL APPROVED SEALANT
BY OTHERS BY OTHERS PERIMETER CAULK 1/4° MAX. SHIM
MASONRY/CONCRETE BY OTHERS
OR PRECAST SILL 2X;BUCK OR
BY OTHERS ° WOOD FRAMING
BY OTHERS.
° TO BE PROPERLY
°p SECURED
VERTICAL CROSS SECTION VERTICAL CROSS SECTION
MASONRY/CONCRETE FLANGE.INSTALLATION 2XSUCK OR WOOD FRAMING FLANGE INSTALLATION
1X BUCK TO BE
PROPERLY SECURED 1 1/4" MINIMUM EMBEDMENT
3/16" TAPCON MASONRY/CONCRETE 1 1 3/B" MINIMUM
BY OTHERS MAX.. S SHIM» EMBEDMENT
INTERIOR
2X BUCK OR
INTERIOR WOOD FRAMING
tRJtfJfpir BY OTHERS
° TO BE PROPERLY
2' 5/8" SECURED
MINIMUM MI WINDOWS AND DOORS ���tt11111/II�
EDGE !!i
' DISTANCE to WOOD SCREW 650 WEST.MARKET STREET ���� ?. Ctj
EXTERIOR # GRANTZ PA, 17030-0370 v. GENSF9,PF�
SERIES. 185/3185 SINGLE HUNG ALUMINUM WINDOW !ry• �61 *_.
3/16" MAX. SHIM 52 :X .72 IMPACT / ,a
EXTERIOR FLANGE INSTALLATION DETAILS S.TaTE OP q
JAMB CROSS SECTION JAMB CROSS SECTION DRAWN; OWC N0, REV
MASONRYWONCRETEFLANGEINSTALLATION 2X BUCK OR WOOD FRAMING FLANGE INSTALLATtON V.L.
sNToarE 08 01511
S OA/17 12 3 OF 5
1 1/4" MIN: 1/2" MIN. REVISES
#6 WOOD
EMBEDMENT WOOD EDGE DISTANCE REv DESCRiPTlbll DATE APPROVED
SCREW FRAMING WOOD FRAMING
BY OTHERS OR 2X BUCK
1/4" MAX. BY OTHERS 1 3/8" MIN.
SHIM SPACE EMBEDMENT
3/8" MIN
EDGE DISTANCE o
APPROVED
SEALANT 1•/4" MAX.
SHIM'SPACE
#10 WOOD
SCREW
1 3/8" MIN. 1/4" MAX.
EMBEDMENT SHIM SPACE
INTERIOR
EXTERIOR INTERIOR 1E D MIN.
EDGE DISTANCE
EXTERIOR kI INTERIORI #10 WOOD
SCREW
I- I WOOD FRAMING
I I
OR 2x BUCK 7� EXTERIOR
I I BY OTHERS
I
I I SILL TO BE SET APPROVED
IN A BED. OF SEALANT
APPROVED SEALANT
I i JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK FINLESS INSTALLATION
APPROVED.
SEALANT 1/4" MAX:
1/4" MAX SHIM SPACE
r SHIM SPACE
lllifl !!I!1 --7 WOOD FRAMING
3/8" MIN OR 2X BUCK
BY OTHERS
EDGE DISTANCE
#6 WOOD WOOD
SCREW FRAMING
1 1/4" MIN. BY OTHERS VERTICAL CROSS SECTION
EMBEDMENT WOOD FRAMING OR2XBUCKFINLESSINSTALLATION MI WINDOWS AND DOORS \�\\\111111►/I�/
VERTICAL CROSS SECTION 650. WEST MARKET STREET �g R.�Lp4i
WOOD FRAMING OR 2X BUCK NAIL FININSTALLATION GRANTZ, PA 17030-0370 '`fir ?cENS�9,p
HEAD AND SILL SHOWN,JAMBSSIMILAR SERIES 185/3185'. SINGLE. HUNG ALUMINUM`WINDOW >!t• 6yB�51 *:
52 X'72 IMPACT
NOTE: FIN. & FINLESS INSTALLATION DETAILS
� . ,STATE
INTERIOR AND EXTERIOR FINISHES,BY OTHERS,NOT �O+t�•• �'
SHOWN FOR CLARITY. DRAWN: Dv:0 NO. REV i C Q \OP•�����
V.L. OB NTS DATE 04/17/12 S°EE51
40F 5
2 5/8" MIN. —�I REVISIONS
EDGE DISTANCE I REV DESCRIPTION DATE APPROVED
CONCRETE/MASONRY
BY OTHERS 34
a ° "
a m ° 1 1/4" MIN.
OPTIONAL 1X BUCK 4 G EMBEDMENT
TO BE PROPERLY ° 1 1/4" MIN,_
SECURED -� EMBEDMENT
SEE NOTE 3 SHEET 1
CONCRETE/MASONRY
BY OTHERS °
APPROVED 1/4" MAX. °•'° 1 4' MAX.
SEALANT SHIM SPACE OTO BELPROPERLY • SHIM SPACE
SECURED >
SEE NOTE 3 SHEET 1
3/16" TAPCON ' a
3/16" TAPCON
0
• INTERIOR
tm
EXTERIOR INTERIOR 2 5/8"
MIN. °
EDGE
DISTANCE EXTERIOR
APPROVED
SEALANT'
SILL TO BE SET JAMB INSTALLATION DETAIL
IN A BED' OF CONCRETE✓MASOIVRYFINLESSINSTALLATION
I APPROVED SEALANT
APPROVED
SEALANT
OPTIONAL 1X BUCK1/4" MAX. NOTE
TO BE PROPERLY SHIM SPACE INTERIOR AND EXTERIOR FINISHES,BY OTHERS,NOT
SHOWN FOR CLARITY
SECURED
SEE 'NOTE 3 SHEET T �i
CONCRETE/MASONRY
BY OTHERS
• e
°Qe ° .° ° ° MI WINDOWS AND DOORS �����y11111/ii�;/i�i�
_
650 WEST MARKET STREET ����\S.R'•LO
4j
n ° GRANTZ, PA 17030-0,370 v.��GENs 9dl�f.
*:
VERTICAL CROSS SECTION SERIES 185/31B5 SINGLE HUNG ALUMINUM WINDOW � 0 57
CONCRETE/MASONRYFINLESS INSTALLATION 52 X 72 IMPACTFINLESS, INSTALLATION DETAILS ��•. TATE OF
DRV.AWN: O'NO.NO. REV 'c•-'�ZORIDP•�'���
_ FIS'•••
sExE'NITS DATE 04/17' 12 OBSOET51OF 5 '��ijS�/1NAL1E���`,
Florida Building Code Online Page 1 of 5
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Regulation
Product Aooroval Menu>Product or Aoolication Search>Application List>Application Detail
FL# FL15353
Application Type New
Code Version 2010
Application Status Validated
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 Sitlinger
bsitiinger@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 Luis R Lomas, PE
developed the Evaluation Report
Florida License PE-62514
Quality Assurance Entity Architectural Testing,Inc.
Quality Assurance Contract Expiration Date 12/31/2015
Validated By Steven M. Urich, PE
Validation Checklist- Hardcopy Received
Certificate of Independence FL15353 RO COI FLCOI.pdf
Referenced Standard and Year(of Standard)
Equivalence of Product Standards
http://www.floridabuilding.org/pr/pr appdtl.aspx?param=wGEVXQwtDgtH8572gvdWISXizuhnEtBQFZp... 5/1!2012
Florida.Building Code Online Page 2 of 5
1 Certified By
Sections from the Code
1715.5.5
Product Approval Method Method 2 Option B
Date Submitted 03/16/2012
Date Validated 04/23/2012
Summary of Products
FL# lHodel,Number or Name Description
15353.1 5650 Self Stack Horizontal Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15353 RO II SECT5650 Self Stack Sill 08-01457.0f
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 FL15353 RO AE Evaluation SECT5650 Horizontal
mullion span: 104-1/4". 512081.odf
Created by Independent Third Party: Yes
15353.2 15764 Horizontal Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15353 RO II SECT5764 Horizontal 08-01448.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 FL15353 RO AE Evaluation SECT5764 Horizontal
mullion span: 52-1/8". 512072.ndf
Created by Independent Third Party:Yes
15353.3 5764 Vertical Aluminum Mullion
Limits of Use Installation Instructions
Approved for use In HVHZ: No FL15353 RO II SECT5764 Vertical 08-01439.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 FL15353 RO AE Evaluation SECT5764 Vertical
mullion span:'83" 512063.odf
Created by Independent Third Party:Yes
15353.4 15765 Horizontal Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15353 RO II_SECT5765 Horizontal 08-01449.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 FL15353 RO AE 512073.1)df
mullion span: 104-1/4" 1 Created by Independent Third Party: Yes
15353.5 15765 Vertical Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15353 RO II SECT5765 Vertical 08-01440.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 FL15353 RO AE Evaluation SECT5765 Vertical
mullion span: 83". 512064.odf
Created by Independent Third Party:Yes
15353.6 15766A Iveftical Aluminum Mullion
Limits of Use lInstallation Instructions
http://www.floridabuilding.org/pr/pr appdtl.aspx?param=wGEVXQwtDgtH8572gvdWISXrzuhnEtBQFZp... 5/1/2012
Florida.Building Code Online Page 3 of 5
Approved for use in HVHZ: No FL15353 RO II SECT5766A Vertical 08-01441.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 FL15353 RO AE Evaluation SECT5766A Vertical
mullion span: 83". 512065. df
Created by Independent Third Party:Yes
15353.75767 Horizontal Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15353 RO II SECT5767 Horizontal 08-01450.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 FL15353 RO AE Evaluation SECT5767 Horizontal
mullion span: 104-1/41'. 512074. df
Created by Independent Third Party: Yes
15353.8CM-18514 Vertical Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15353 RO II CM-18514 Vertical 08-01442.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 FL15353 RO AE Evaluation CM-18514 Vertical
mullion length-83". 512066.odf
Created by Independent Third Party: Yes
15353.9 CM-18520 Horizontal Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15353 RO II CM-18520 Horizontal 08-01451.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 FL15353 RO AE Evaluation CM-18520 Horizontal
mullion span- 104-1/4" 512075.Ddf
Created by Independent Third Party: Yes
15353.10 CM-18523 Horizontal Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15353 RO II CM-18523 Self Stack Sill 08-01452.0df
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 FL15353 RO AE Evaluation CM-18523 Horizontal
mullion span- 104-1/4". 512076. df
Created by Independent Third Party: Yes
15353.11 CM-18531 Vertical Aluminum Mullion
Limits of Use Installation Instructions
Approved for use In HVHZ: No FL15353 RO II CM-18531 Vertical 08-01443.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 FL15353 RO AE Evaluation CM-18531 Vertical
mullion span-83" 512067. df
Created by Independent Third Party: Yes
15353.12 CM-18532 Horizontal Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15353 RO II CM-18532 Horizontal 08-01453.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 FL15353 RO AE Evaluation CM-18532 Horizontal
mullion span - 104-1/4" 512077 df
Created by Independent Third Party:Yes
15353.13 CM-18533 Vertical Aluminum Mullion
Limits of Use Installation Instructions
Approved for use In HVHZ:No FL15353 RO II CM-18533 Vertical 08-01444.odf
h4://www.floridabuilding.org/pr/pr app dtl.aspx?param-- vGEVXQwtDgt118572gvdWISXrzuhnEtBQFZp... 5/1/2012
Florida Building Code Online Page 4 of 5
J 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 FL15353 RO AE Evaluation CM-18533 Vertical
mullion span: 83" 5120 8. df
Created by Independent Third Party:Yes
15353.14 CM-18534 Horizontal Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15353 RO II CM-18534 Horizontal 08-01454.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 FL15353 RO AE Evaluation CM-18534 Horizontal
mullion span: 104-1/411. 512078. df
Created by Independent Third Party:Yes
15353.15 M-1926 Horizontal Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15353 RO II M-1926 Horizontal 08-01455.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 FL15353 RO AE Evaluation M-1926 Horizontal
mullion span: 104-1/4" 512079.pdf
Created by Independent Third Party: Yes
15353.16 M-1926 erticai Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ: No FLIS353 RO II M-1926 Vertical 08-01445.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 FL15353 RO AE Evaluation M-1926 Vertical 512069.Ddf
mullion span: 83" Created by Independent Third Party: Yes
15353.17 M-1948 Vertical Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ: No FLIS353 RO II M-1948 Vertical 08-01446.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 FLIS353 RO AE Evaluation M-1948 Vertical 512070.Ddf
mullion span: 83" Created by Independent Third Party:Yes
15353.18 M-2302 Horizontal Aluminum Mullion
Limits of Use Installation Instructions
Approved for use In HVHZ: No FL15353 RO II M-2302 Horizontal 08-01456.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 FL15353 RO AE Evaluation M-2302 Horizontal
mullion span: 104-1/4". 512080. df
Created by Independent Third Party:Yes
15353.19 M-2302 Vertical Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15353 RO II M-2302 Vertical 08-01447.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 FLIS353 RO AE Evaluation M-2302 Vertical 512071.pdf
mullion span:83" Created V Independent Third Party: Yes
Baek Next
Contact AN::1940 North Mol3roe Street.Tallahassee FL 32399 Phone:_850-487-1824
http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtH8572gvdWISXrzuhnEtBQFZp... 5/1/2012
L. Roberto Lomas P.E. Engineering Evaluation Report
1432 Woodford Rd.
Lewisville,NC 27023
336-945-9695 Report No.: 512067
diomas@ldomaspe.com
Manufacturer. MI Windows and Doors,Inc.
650 West Market St
Gratz,Pennsylvania 17030
Product Line: CM-18531-Vertical Mullion
Compliance:
The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of
Community Affairs for Statewide Acceptance per Rule 9N-3.005 method 1(d).The product listed herein complies with
requirements of the Florida Building Code,Building section 1715.5.5
Supporting Technkal Documentation.
1. Approval document drawing number 08-01443,titled CM-18531 -Vertical Mullion,prepared,signed and
sealed by Luis Roberto Lomas P.E
2. Mullion analysis report No.512067-1 prepared,signed and sealed by Luis Roberto Lomas P.E.
Limitations and Conditions of use.
• Maximum design pressure: refer to design pressure charts in approval document.
• Maximum single window unit size: 52 1/8'x84°
• Window units attached to mullion must have their own separate approval.
• This product is not rated to be used in the HVHZ.
• This product is impact resistant and does not require impact protection in Wind-Borne Debris Regions,up to
Wind Zone 3.
• Design pressure of mulled units shall be controlled by the lesser design pressure of the assembly
components;mullion or individual units.
• All windows attached to mullion must be manufactured by MI Windows and Doors,Inc.
Installation:
Mullion must be installed in strict accordance with installation instructions document 08-01443.
Ce►rificadon of Independence.-
Please
ndependence.Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the
product(s)for which this report is being issued.Also,I don't have nor will acquire a financial interest in any other
entity involved in the approval process of the listed product(s).
��� g R• �0 z�i�
*• 0 5
T,
ATE OF mow'
s,ONA l,�a`���
1 of 1 Luis R.Lomas,P.E.
FL No.:62514
03/072012
wa
REV6IDNS
REV DESCR,P ION DATE APPRWED
NOTES:
1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO
COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. IN
ACCORDANCE WITH SECTION 1715.5.5
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. WINO 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. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH
6) SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE 4)
SHOWN IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED BY MI ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND
WINDOWS AND DOORS, INC. ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS
7) DESIGN PRESSURE OF MULLED UNITSHALL BE CONTROLLED BY THE LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL A. WOOD — MINIMUM SPECIFIC GRAVITY OF GNGTH
WINDOW OR DOOR UNIT. B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI,
B) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE C, MASONRY G STRENGTH CONFORMANCE TO ASTM C-90, GRADE N,
TYPE 1 (OR GREATER).
UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS
ANCHORED AS SHOWN HEREIN. 5) DRILLING SCREWS PER CLIP. SCREWS
ATTACH MULLION TO CLIP USE WS MUST BE FIELD INSTALLED.#10 x 1 1/4" SELF
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 = 1 +
2
SIGNED:03/0612012
MI WINDOWS AND DOORS
650 WEST MARKET STREET
GRATZ, PA 17030-0370 vJ•v\G�NB�:��{+���
TABLE OF CONTENTS CM-18531 - VERTICAL MULLION k• 0 �]A
SHEET NO. DESCRIPTION 83" MULLION SPAN �AXAT s�xar
GENERAL NOTES 7� EE DFP �•
1 NOTES DRAWN, DWD NO, REV %O ••:OR 0'?'
2 CONFIGURATIONS AND DP CHART V.L. 08-01443
3 INSTALLATION DETAILS IscALE NTS JOATE
01/11/12 ISHEETI OF 3
REVISIONS
107 3/8" 107 3/8" 1073/8" 1 REV DESCRIPTION DAiE APPROVED
INID
INED
�CW1BW2HTCw18�1 W2HCw18INED�1 WZH
FRAME FRAME 9LD FRA WINDOW 9I.Dow
HEIGHT WINDOW WINDOW HEIGHTWINDOW HEIGHT
(MULLION (MULLION (MULLION
SPA ,( ` SPAN) ` SPA
L
107 3/8" ! 107 3/8" 107 3/B"
T11q
W1 COMBINED W2 W-1-1
1-MBI r-W2_ W1 COMBINED W2
83" / WINDOW / 8� WINDOW WINDOW J
FRAME WINDO W!N FRAME I FRAME !!!
HEIGHT HEIGHT J HEIGHT WINDOW
(MULLION // (MULLION
�/( / J/ (MULLION J/
SPA I i- / / SPAN) 16 / /
Wt-'i F'-wz W1---i Fes-W2 W1--{
107 3/8" 107 3/8" 107 3/8"
COMBINED WIDTH COMBINED WIDTH COMBINED WIDTH
APPROVED CONFIGURATIONS
MULTIPLE UNITS MAYBE MULLED TOOETHER AS LONG AS COMBINED
WIDTH DOES NOT EXCEED 1073/8'AS SHOWN HEREIN,
raw
Damian pn rating 00116 Dsdgn prawn rating 4"
Units anchored Into snood trsml Units anehond Into mason /oonrnta
Mullion Tributary n Mullion ryw n
span on) }8.73 26.60 3800 12 00 48.00 52.13 span(In) 10.13 26.50 30.00 42.00 18.00 52.13
25.00 1=0 130.0 130.0 30.0 1030 130. 2600 130.0 130.0 130.0 136.6 30.0 I i3o.6
37.39 13MO 130.0 130.0 13ff 130.0 T36T 37.30 130.0 130,0 130.0 130.0 130-0030.0
10.02 130.0 130.0 130.0 130.0 .130.0 130.0 42.63 130.0 130.0 130.0 130.0 130.0 130.0
62.00 130.0 130.0 1 z.D 75-3-607.3 11100 130 130,0 126. 1 .4 .e Dae MI WINDOWS AND DOORS `��7111111I///�
NO
130.0 17.4 0033 82,8 770 741 7L00 130.0 1300 1048 062 88 1 832 650 WEST MARKET STREET N��J�9 0���4130.0 87.6 71.8 83.2 67.2 64.0 01.00 130.0 07.8 71.0 63.2 67.2 64,0 GRATZ, PA 17D30-0370 `V••v�GENd'�,•S��
CM-18531 - VERTICAL MULLION *• o
LARGE AND SMALL MISSILE IMPACT,LEVELD,WINDZONE3 83° MULLION SPAN r�
DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT CONFIGURATIONS AND DP CHARTS =��• AT OF• `
INCLUDE FLANGE DRAWN: DWO NO. REV j� •:°YOR50�;����
V.L. w1E01/11/12
08 01443 -
NTS 01 11 12 15HIIT2 OF 3
A11116 scAu
II
I
REVISIONS
REV DESCRIPTION DATE APPROVED
MASONRY/CONCRETE {�3 17/32-
BY OTHERS
e .
•° ° MIN. EMBEDMENT
- I
L SECT CM-18531 MULLION
ALUMINUM 6005.75.125"THICK
1/4" TAPCON
SECT5768
CLIP
�4 B/B"
SECT CM-18531 I
MULLION
1 29/32" 27/32"
SECT5768 1— 25/32»
CLIP 1 9/16" O
L_ CLIP INSTALLATION
i�10 WOOD SCREW 4X 05/32"
3/B"—I 1"
1 3/B' MIN. SECT5768 CLIP
EMBEDMENT ALUMINUM 6063.75.093"7HICK
VERTICAL CROSS SECTION 2X S FRAMING/
MASONRY/CONCRETEAND 1NWD FRAMING 2X BUCK
INSTALLATION 8Y OTHERS
Meso IWDOW aREST ED DOORS `T STREET ``t%\Ij f�I.L0 zz
GRATZ, PA 17030-0370 •J�''�
NOTES: CM-18531 — VERTICAL MULLION .k• 0 •�
1) FOR FRAMING INSTALLATION USE ALL FOUR HOLES IN 83" MULLION SPAN •��
INSTALLATION CLIP. INSTALLATION DETAILS '7 �•�A OOE F ;*Q
2) FOR MASONRY/CONCRETE INSTALLATION USE HOLES oRAwN: owD No. REv ij�'t�`�. OR1,-.-'lA,
AT EACH END OF INSTALLATION CLIP, INSTALL TWO SALE wiE 08-01443 — /i7S10...�� `
TAPCONS PER CLIP. NTS 01 11 12 3 OF 3 fit
I
NOTICE OF PRODUCT CERTIFICATION
CERTIP/Ahoy` .. Company: Masonite International Corporation Certification No.: NI006110.01
1955 Powis Road Certification Date: 07/23/2005
m�7 West Chicago,IL 60185 Expiration Date: 12/31/2020
Revision Date: 11/21/2014
y
Product: Wood-Edge Steel Opaque Inswing or Outswing Door w/and w/o Non-Impact Rated Sidelites
(w/Wood Frame unless noted)
.Rr,�ieovt�4a'';
Specification: TAS 201/202/203
The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification
label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within
NAMI's Certified Product Listing at wvvNv.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI).
Inswing Glazed Structural Water Missile Test Report Number
Configuration or or Maximum Design Test Impact Drawing Number&
Outswing Opaque Size Pressure Pressure Rated Comments
X I/S Opaque 3'0"x 6'8" +76/-76 2.86 psf Yes NCTL-210-2929-1
Single Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0128-05
X O/S Opaque 390"x 6'8" +76/-76 8.25 psf Yes NCTL-210-2929-1
Single Maximum Panel Size:3'0"x 698"
Anchor Detail-MA-FL0128-05
XX I/S Opaque 6'0"x 698" +55/-55 2.86 psf Yes NCTL-210-2930-1
Double Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Detail-MA-FL0128-05
XX O/S Opaque 690"x 6'8" +55/-55 8.25 psf Yes NCTL-210-2930-1
Double Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Detail-MA-FL0128-05
XO/OX I/S Opaque Door 6'0"x 6'8" +55/-55 2.86 psf Door-Yes NCTL-210-2930-1
Single w/Sidelite Glazed Sidelite Sidelite-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Detail-MA-FL0128-05
XO/OX O/S Opaque Door 6'0"x 6'8" +55/-55 8.25 psf Door-Yes NCTL-210-2930-1
Single w/Sidelites Glazed Sidelite Sidelite-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Detail-MA-FL0128-05
OXO I/S Opaque Door 910"x 6'8" +55/-55 2.86 psf Door-Yes NCTL-210-2930-1
Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:30"x 6'8"
Anchor Detail-MA-FL0128-05
OXO O/S Opaque Door 9'0"x 6'8" +55/-55 8.25 psf Door-Yes NCTL-210-2930-1
Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Detail-MA-FL0128-05
OXXO I/S Opaque Doors 12'4"x 6'8" +55/-55 2.86 psf Doors-Yes NCTL-210-2930-1
Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Detail-MA-FL0128-05
OXXO O/S Opaque Doors 12'4"x 6'8" +55/-55 8.25 psf Doors-Yes NCTL-210-2930-1
Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Detail-MA-FLO128-05
National Accreditation&Management Institute, Inc./4794 George Washington Memorial Highway/Hayes,VA 23072
Tel: (804) 684-5124/Fax: (804) 684-5122
NAMI AUTHORIZED SIGNATURE:
Vl
149'MAX. OVERALL FRAME WIDTH cc Do
CYJ'C.17 Z•�fC' ' o 0
SIDE-HINGED WOOD-EDGE STEEL DOOR UNIT --21 MAX 36.375" MAX.
D.L.O.- r FANELVIIDTH 37.5" MAX. ¢ p
6'-8"DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRACAI I�FRAME WIDTH o
O
GENERAL NOTES
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO z Q_
THE FLORIDA BUILDING CODE AND WHERE PRESSURE I
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM W L17 Z
DFSIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, F- LO U
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. o
w
2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON I C (~j�
OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES. LL1
3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN =
ACCORDANCE WITH SECTION 2220 OF THE FBC. w i7 O
S O ® z
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
?C
5. PLASTICS TESTING OF LITE FRAME MATERIAL: L w o
TEST DESCRIPTION DESIGNATION RESULT o 0 0 =W
SELF IGNITION TEMP ASTM D1929 1 740 'F > 650 'F
RATE OF BURNING ASTM D635 0.77 IN/MIN o m
SMOKE DENSITY ASTM D2843 13.47 Ed
J
TENSILE STRENGTH' ASTM D638 1 7.507 DIFF z
W O
O mj f/1�U
' COMPARATIVE TENSILE STRENGTH AFTER WEATHERING w o ¢ v
4500 HOURS XENON ARC METHOD 1 v W 3 a
o `
DOUBLE DOOR UNIT W/SIDELITES a
Add Mwr to NAMI Lo-3--3,
Vl Ul U7 N m
Celkation No.: i I r o o L
Reviewed 8y ! zz I-
DBIeRev'e _ ;i J,= F z
¢ w
U a:
K H LLJ U W
11NO
130 1313 ® ® 13 ® 13 ® 1 13 ® 13 ® 0a.(n z
�O O O
F�l �IIII�IL
co
Fli
O co
i� n Ili p � N'�O t]
OII,
IINIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNI 7 SINGLE DOOR UNIT W SIDELITES DOUBLE DOOR UNIT W/ ID ITIS
WITH SIDE!.ITE WITH SIDELITE w O U m
WHERE WATER INFILTRATION PERFORMANCE IS
DESIGN PRESSURE RATING REQUIRED TO BE 157 OF DESIGN PRESSURE DAIS: 7/11/05
TABLE OF CONTENTS CONFIG MAX WIDTH INSW NG OUTSWING INSWING OUTSWING /.. A scnL[: N.T.S._
SHEET II DESCRIPTION X 37.5 +76.0 -76.0 +76.0 -76.0 +'9.0 -19.0 +55.0 -55.0 �.A L
1 TYPICAL ELEVATIONS & GENERAL NOTES XX 74 +55.0 -55.0 +55.0 -55.0 +'9.0 -19.0 +55.0 -55.0 DWG.BY: SWS
2 !ANCHORING LOCATIONS & DETAILS OX or XO 75 _ +55.0_L-55.0 +55.0 -55.0 +19.0 -19.0__ +55.0 -55.0 CHH.BY:
0X0 112.5' +55.0 1 -55.0 +55.0 -55.0 _+79.0 -19.0 +55.0 -55.0
3 ANCHORING LOCATIONS & DETAILS OXXO 149 +55.0 -SS.0 +55.0 -55.0 +19.0 -19.0 +SS.D -55.0 KURT FLORIDAP.E.R DRAWING -F
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FRAME DOOR W (1/8^NALTEMCLASS)
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DETAIL "D" STRIKE PLATE TO FRAME AS SHOWN. ALUM, STEEL OR 6UTYL SPACER
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AddervJum t9 NAMI DATE: 7111105
0.962.' .A a SCALE: N.T.S.
I CerNicalion No.: ,v r o o.�r a-,3�y :•r-;�,.,
1.375" Rev ervEd By /� `•a?t Owc.BY. SINS
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INSWING THRESHOLD OUTSWING THRESHOLD TYPICAL GLAZING DWG-MA-FL0125-05
DETAIL
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1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, z
SIGNED AND SEALED BY LUIS R. LOMAS, PE Z
(FLOR!DA #6251z) WITH THE LOWEST (LEAST)
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FAS-ENER RATING FROM THE DIFFERENT FASTENERS Lj 3
BEING CONSIDERED FOR USE. JAMB, HEAD, AND 3 o a m
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDEz
#10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICALHARDWARE SCHEDULE a0Ld1i1 Ln
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR woaz w
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND --05<T
2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED Do
FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO AT 5-1/2" CENTERLINE. r'0ow
BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG 2. 4" X 4" FULL MORTISE BUTT HINGES O N�No
CORRUGATED FASTENERS LOCATED 3" FROM EACH END arC
AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD
SCREWS LOCATED 6" FROM EACH END AND MAXIMUM
12" O.C. 1.50" 1.25' - o v m z
MIN
3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM —MAX' MIN
L -' 0.2MAX z
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM SHIM DATE: 7/11/05
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CL I CL , . Addenda loNAMI
— I— �r I — — SCALE: N.T.S.
MINIMUM EMBEDMENT OF 1-1/4"- Cedificaloallo; n11�o .11n jzy DWG.er: SWS
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4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO DateRevewe�:, 1� `" °Y
TRANSFER LOADS TO STRUCTURE. — �
� DRAVANG ND.
5. MINIMUM DESIGN VAI UE" STRENGTH OF ANCHORS 171 LBS. TYPICAL WOOD BUCK TYPICAL MASONRY DWG-MA-FLO125-05
ANCHOR INSTALLATION ANCHOR INSTALLATION
s"EEr 3 of 3
Luis R. Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
i
Lewisville,NC 27023 Report#: 504A
336-945-9695 Date: 12/29/09
Product. Single Door 3'x6'8"
Scope:
This analysis provides calculations,quantities,and spacing requirements for installing product to substrate,and it applies
only to the product described herein.These calculations comply with requirements of the Florida Building Code.
Drawings verification:
This analysis verifies anchoring for the following drawings:
DWG-MA-FLO120-05 DWG-MA-FLO130-05 DWG-MA-FLO153-06 DWG-MA-FLO168-07
DWG-MA-FLO122-05 DWG-MA-FLO132-05 DWG-MA-FLO155-06 DWG-MA-FLO170-07
DWG-MA-FLO124-05 DWG-MA-FLO134-05 DWG-MA-FLO156-06 DWG-MA-FLO172-07
DWG-MA-FLO126-05 DWG-MA-FLO140-05 DWG-MA-FLO160-07 DWG-MA-FLO174-07
DWG-MA-FLO128-05 DWG-MA-FLO151-06 DWG-MA-FLO162-07 DWG-MA-FLO175-07
Anchors to be qualified:
1. #10 Wood screw,for installation in wood frame substrates.
2. 3/16"ITW Tapcon,for masonry installation
Anchor capacity in shear condition:
Fastener type:#10 wood screw (NDS 2005,11.3)
Side member: Douglas Fir-Larch Main member: Spruce-Pine-Fir
Side member thickness: ts= 1.000 in Main member thickness: tm= 1.500 in
Side member dowel bearing strength: F�= 4,650 psi Main member dowel bearing strength: F_= 3,350 psi
Minimum required penetration: 1.330 in Screw bending yield strength: Fyb= 80,000 psi
Duration Factor: Co= 1.6 Tabulated lateral design value: Z= 107.0 lbs
Allowable Design Value: Z'= 171 lbs/anchor Made IV
Fastener type: 3/16"ITW Tapcon N.O.A.07-1126.10
Substrate: Hollow block
Minimum embedment: 1.25 in
Minimum edge distance: 1.13 in Minimum C to C spacing: 2.25 in
Tabulated shear design value: Z= 112 lbs Actual C To C spacing: 3.00 in
Minimum edge distance: 2.63 in C to C spacing factor: 1.00
Tabulated shear design value: Z= 197 lbs
Actual edge distance: 2.50 in
Design value per interpolation: Z= 189 lbs
Allowable Design Value: Z'= 189 lbs/anchor
Minimum anchor capacity: 171 lbs/anchor
Note:Anchors with the least capacity is used for calculations to qualify anchors with higher capacity.
Anchor calculations,minimum required anchors
Pressure against stops with bump threshold:
36.38 Design pressure: 85.0 psf
Area Load Ind. Max. Anchor
Zone O.C. Cap. Load Result
Y (ft) (lbs) (in) Qty
79.25
(in) (lbs) (lbs)
[�
A2 A A2 Al 2.3 195 N/A N/A 171 2 98 OK
i. AZ 7.7 656 6.00 18.00 171 5 131 OK
Single. Pressure away from stops:
36.38
' Design pressure: 85.0 psf
Area Load Ind. Max. Anchor
Al I Al Zone (ft2) (lbs) (in) 0.C. Cap. Qty Load Result
79.25 (in) (lbs) (lbs)
A 10.0 851 6.00 18.00 171 5 170 OK
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51
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TAT 4 F
�� • 414 Luis R.Lomas P.E.
O�• 't`� 0� •��\ FL No.:62514
1 oft ��{�`S• ORl .���� 1/7/2010
���/S�ONA"*LL ��
Luis Q. Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 504A
336-945-9695 Date: 12/29/09
Single. Pressure against stops with saddle threshold:
36.38 Design pressure: 85.0 psf
� Area Load Ind. Max. Anchor
Al Zone Z 0.C. Cap. ty Load Result
yA 79.25 (ft) (lbs) (in) (in) (lbs) Q (lbs)
2 A2 Al 2.3 195 N/A N/A 171 2 98 OK
AZ 8.9 753 6.00 18.00 171 5 151 OK
Anchor Locations:
r' 36.38
18.19
6.00 TYP. 6.00 TYP.
6.00
13.45
MAX.O.C.
79.25
1
6.00
Note:
Anchor locations indicated in this document are the minimum required for the described product
exposed at the design pressure indicated herein.
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ENSE-,(P
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4.- -TATE OF
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0NAt,
Luis R.Lomas P.E.
FL No.:62514
2 of 2 1/7/2010