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Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL15349-RB
Application Type Revision
Code Version 2014
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
c
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 Fixed
Compliance Method Certification Mark or Listing
Certification Agency American Architectural Manufacturers Association
Validated By Steven M.Urich,PE
R Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA 506 2008
AAMA/WDMA/CSA 101/I.S.2/A440 2008
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 11/18/2016
Date Validated 11/16/2016
Date Pending FBC Approval
Date Approved 12/01/2016
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvd WIanD W... 4/18/2017
Florida Building Code Online Page 2 of 3
Summary of Products
Model,Number or Name Description
15349.1 185 PW 73 x 72 Insulated Glass
116�11se Certification Agency Certificate
Approved for use in HVHZ:No FL15349 R8 C CAC APC 12786.Ddf
Approved for use outside HVHZ:Yes FL15349 R8 C CAC APC 12787.pdf
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure: +60/-60 04/03/2018
Other:CW-PG60 Installation Instructions
FL15349 R8 II 08-02357B.pdf
Verified By: Luis R.Lomas,PE 62514
Created by Independent Third Party:Yes
Evaluation Reports
FL15349 R8 AE 513124B.pdf
Created by Independent Third Party:Yes
15349.2 185 PW 159 x 54 Triple CHS Insulated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL15349 R8 C CAC APC 15350.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 01/24/2021
Design Pressure: +55/-55 Installation Instructions
Other:R-PG55 FL15349 R8 II 08-02949.odf
Verified By: Luis R.Lomas,PE 62514
Created by Independent Third Party:Yes
Evaluation Reports
FL15349 R8 AE 513783.odf
Created by Independent Third Party:Yes
15349.3 185 PW Impact 72 x 72 Insulated Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL15349 R8 C CAC APC 15454.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/25/2021
Design Pressure:+55/-55 Installation Instructions
Other:FW-LC55,Missile Level D,Wind Zone 3.Glass FL_1.5349 R8 II 08-02948.Ddf
consisted of 5/32"tempered exterior-spacer-5/32" Verified By: Luis R.Lomas,PE 62514
annealed/0.100 Solutia Saflex HP/5/32"annealed.Glass Created by Independent Third Party:Yes
was bedded in Pecora 896 silicone with 5/8"glass bite. Evaluation Reports
_ FL15349 R8 AE 513782.odf
Created by Independent Third Party:Yes
15349.4 185 PW Impact 159 x 54 Triple CHS Insulated Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL15349 R8 C CAC APC 8272.pdf
Approved for use outside HVHZ:Yes FL15349 R8 C CAC APC 8273.Ddf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure:+55/-55 01/24/2021
Other:FW-R55,Missile Level D,Wind Zone 3.Glass Installation Instructions
consisted of 1/8"annealed exterior-spacer-3/32" FL15349 R8 II 08-01614B.odf
annealed/6.090 Solutia PVB/3/32"annealed.Glass was Verified By: Luis Roberto Lomas 62514
bedded in Pecora 896 silicone with 5/8"glass bite. Created by Independent Third Party:Yes
Evaluation Reports
FL15349 R8 AE 512278B.odf
Created by Independent Third Party:Yes
15349.5 185 PW Impact 96 x 60 Insulated Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL15349 R8 C CAC APC 7962.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/05/2020
Design Pressure:+55/-55 Installation Instructions
Other:FW-LC55,Missile Level D,Wind Zone 3.Glass FL15349 R8 II 08-01613B.odf
consisted of 5/32"annealed exterior-spacer-5/32" Verified By: Luis Roberto Lomas 62514
annealed/0.100 Solutia Saflex HP/5/32"annealed.Glass Created by Independent Third Party:Yes
was bedded in Pecora 896 silicone with 5/8"glass bite. Evaluation Reports
FL15349 R8 AE 512277B.pdf
Created by Independent Third Party:Yes
15349.6 185 PW Impact 73 x 61 Insulated Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL15349 R8 C CAC APC 12136.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 10/28/2017
Design Pressure: +55/-55 Installation Instructions
Other:FW-LC55,Missile Level D,Wind Zone 3.Glass FL15349 R8 II 08-02947.pdf
https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWIanD W... 4/18/2017
r
Florida Building Code Online Page 3 of 3
consisted of 1/8"annealed exterior-spacer-1/8" Verified By: Luis Roberto Lomas 62514
annealed/0.090 PVB/1/8"annealed.Glass was bedded in Created by Independent Third Party:Yes
• Pecora 896 silicone with 5/8"glass bite. Evaluation Reports
FL15349 R8 AE 513781.Ddf
Created by Independent Third Party:Yes
Badc Next
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your a-mall address released In response to a public-records request,do not send
electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under
Chapter 455,F.S.,please click here.
Product Approval Accepts:
a ® eCF.ect M
Credit Card
Safe
https:Hfloridabuilding.org/pr/Pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWIanD W... 4/18/2017
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 06/01/15 R.L.
NOTES: 15. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
REQUIREMENTS OF THE FLORIDA BUILDING CODE. ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 16. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE 17. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL.
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
1 ALL FASTENERS TO BE CORROSION RESISTANT.
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL.
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY 19.. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI.
S. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER).
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. D. METAL STRUCTURE: STEEL 18GA, 33KS1 OR ALUMINUM 6063-T5 1/8" THICK MINIMUM 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS 20.GEOMETRIC SHAPES ARE ALSO APPROVED. QUALIFIED GEOMETRIC SHAPES SHALL BE
PROVIDED. INSCRIBED IN A 72 1/2"x71 1/2" AND SHALL NOT EXCEED 36 FT.2
8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT
EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR
GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE
OF SUSTAINING APPLICABLE LOADS.
10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11. FRAME MATERIAL: ALUMINUM 6063-T5.
12. UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 2 FOR GLASS DETAILS.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE
DEBRIS REGIONS.
14. FOR FIN INSTALLATION 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.
SIGNED:0610112015
MI 10I01 WEST AND CRo BY ROADDOORS
CARROLLTON, TX 75006 `v•�\CENS�;,cP��
TABLE OF CONTENTS SERIES 185 ALUMINUM FIXED WINDOW *�•/�o 5�1 s
73" X 72" NON—IMPACT =ptiyttri7F+w•�
SHEET N0. DESCRIPTION NOTES ��o• TAT OF
1 NOTES DRAWN: DWG NO.
2 - 3 ELEVATIONS, CHARTS AND GLAZING DETAILS s . DAZE OB 02357
4 - 8 INSTALLATION DETAILS NTS 09/03/14 1 OF 8
Ir
C
REVISIONS
72 1/2" MAX FRAME WIDTH
REV DESCRIPTION DATE APPROVED
69 3/4" MAX D.L.O.
6" MAX 18" MAX O.C. 6" MAX
A REVISED INSTALLATION DETAILS 06/01/15 R.L.
I---r �
r
6
CHART#1
Number of anchors required(without rigid fillers)
18" Frame Frame width(in)
Height 24.00 30.00 36.00 4Z00 48.00 54.00 60.00 66.00 72.50
MAX O.C. �j (in) H85 Parnbj H85 Pamb H85 jJambj H&S Jamb H&S Jamb H&S amb H&S Jamb H&S amb H85 Jamb
68 3/4" 24.00 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 5 2
MAX 30.00 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 5 2
D.L.O. 36.00 2 3 2 3 3 3 3 3 3 3 4 3 4 3 5 3 5 3
71 1/2" 4200 2 3 2 3 3 3 3 3 3 3 4 3 5 3 5 3 6 3
MAX 48.00 2 3 2 3 3 3 3 3 3 3 4 3 5 3 6 3 6 3
FRAME 54.00 2 4 2 4 3 4 3 4 3 4 4 4 5 4 6 4 7 4
HEIGHT 60.00 2 4 2 4 3 4 3 5 3 5 4 5 5 5 6 5 7 5
00 71.50 2 4 2 4 3 5 3 5 3 6 4 6 5 6 6 6 7 8
71.50 2 5 2 5 3 5 3 5 3 6 4 7 5 7 6 7 7 7
ANCHORS TO BE
EQUALLY SPACED CHART#2
REFER TO CHARTS Number of anchors required(with rigid fillers)
#1 & #2 SERIES 185 ALUMINUM FIXED WINDOW Frame Frame width(in)
FOR NUMBER OF EXTERIOR VIEW Height 2a.00 30.00 36.00 1 42.00 48.00 54.00 60.00 66.00 72.50
ANCHORS REQUIRED (in) H85 Pambl H85 Pamb H85 Jamb H85 Jamb H&S Pambl H&S Jamb H&S amb H&S Jamb H&S amb
DESIGN PRESSURE RATING IMPACT RATING 24.00 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 5 2
30.00 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 5 2
±60.OPSF NONE 36.00 2 3 2 3 3 3 3 3 3 3 4 3 4 3 4 3 5 3
42.00 2 3 2 3 3 3 3 3 3 3 4 3 4 3 4 3 5 3
48.00 2 3 2 3 3 3 3 3 3 3 4 3 4 3 4 3 5 3
54.00 2 4 2 4 3 4 3 4 3 4 4 4 4 4 4 4 5 4
60.00 2 4 2 4 3 4 3 4 3 4 4 4 4 4 4 4 5 4
66.00 2 4 2 4 3 4 3 4 3 4 4 4 4 4 4 4 5 4
71.50 2 5 2 5 3 5 3 5 3 5 4 5 4 5 4 5 5 5
SEE SHEETS 4-7 FOR INSTALLATION DETAILS
5/8"
3/16" ANN 3/16" ANN
ALUMINUM REINFORCED
BUTYL SPACER SIGNED:0610112015
EXTERIOR INTERIOR
MI
SILICONE 100 WINDOWS D DOORS
EST CRO B ROAD
CARROLLTON, TX 75006 `�v•��GENS�9s%�
6 x 1 1/4" TEK SERIES 185 ALUMINUM FIXED WINDOW =*• O,.B125 •*�
73" X 72" NON-IMPACT
SPACED 2" FROM
CORNERS AND 12" MAX ELEVATION, CHARTS AND GLAZING DETAILS OO' STATE 0.
O.C. THEREAFTER GLAZING DETAIL DRAWN: DWG NO. REV c(OR10Q:
SCALE DATE 08 SOE�S7
NTS 09/03/14 2 OF 8
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 06/01/15 R.L.
72 1/2" MAX FRAME WIDTH
69 3/4' MAX D.L.O.
6" MAX 18" MAX O.C. —{ 6" MAX
6 MAX
18"
MAX O.C. j
CHART#1
j68 3/4- Number of anchors required(fin installation)
MAX Frame Frame width(in)
D.L.O. Height 24.00 30.00 36.00 4ZOO 48.00 54.00 60.00 66.00 72.50
71 1/2 (In) HSS Pambi H8S Pamb H8S Jamb H8S Jamb H6S Jamb H8S Jamb H&S amb H85 Jamb H8S Jamb
MAX 24.00 3 3 3 3 3 3 4 3 4 3 4 3 5 3 5 3 6 3
FRAME 30.00 3 3 3 3 3 3 4 3 4 3 4 3 5 3 5 3 6 3
HEIGHT
36.00 3 3 3 3 3 3 4 3 4 3 4 3 5 3 5 3 6 3
42A0 3 4 3 4 3 4 4 4 4 4 4 4 5 4 5 4 6 4
�j 48.00 3 4 3 4 3 4 4 4 4 4 4 4 5 4 5 4 6 4
54.00 3 4 3 4 3 4 4 4 4 4 4 4 5 4 5 4 6 4
60.00 3 5 3 5 3 5 4 5 4 5 4 5 5 5 5 5 5 5
ANCHORS TO BE 66.00 3 5 3 5 3 5 4 5 4 5 4 5 5 5 5 5 6 5
EQUALLY SPACED
71.50 3 6 3 6 3 8 4 6 4 8 4 8 5 8 5 8 6 8
REFER TO CHARTS
#1 & #2 SERIES 185 ALUMINUM FIXED WINDOW SEE SHEET 8 FOR INSTALLATION DETAILS
FOR NUMBER OF EXTERIOR VIEW
ANCHORS REQUIRED
DESIGN PRESSURE RATING IMPACT RATING
±60.OPSF NONE
SIGNED:0610112015
MI WcIcNDOWSWESTcRo eD Ro 00RS .�`�\era II�0�//�'�.
CARROLLTON, TX 75006 v•�%CENS�9si�
SERIES 185 ALUMINUM FIXED WINDOW *�• 0� 51 *=
7 X 72 NON-IMPACT
' ELEVATION,, CHARTS AND GLAZING DETAILS gyp• TAT OF
DRAWN: DWC NO. REV %�'OFs;C(ORM
S NTS DATE 09/03/14 08 s0235 OF 8 A AC
SCALE
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 06/01/15 R.L.
1 1/4" MIN. 1/4" MAX.
EMBEDMENT r SHIM SPACE
T-- I RIGID FILLER
1/2" MIN.
1/2" MIN 3/4" MIN EDGE DISTANCE INTERIOR
.
EDGE DISTANCE METAL EDGE DISTANCE
STRUCTURE
WOOD FRAMING
OR 2X BUCK 1 N. BY OTHERS 1 MAX. 10 WOOD
BY OTHERS EMBEDMENT
MIN.
SHIMIM SPACE # SCREW
WOOD FRAMING EXTERIOR
BACKER ROD OR 2X BUCK BACKER ROD
1/4" MAX. & APPROVED RIGID FILLER BY OTHERS & APPROVED
BACKER ROD SHIM SPACE SEALANT SEALANT
& APPROVED RIGID FILLER #10 SMS OR
SEALANT SELF DRILLING JAMB INSTALLATION DETAIL
EXTERIOR INTERIOR
#10 WOOD SCREW SCREW WOOD FRAMING OR2X BUCK INSTALLATION
EXTERIOR #10 SMS OR 1/4 MAX.
INTERIOR SELF DRILLING
SCREW r SHIM SPACE
#10 WOOD SCREW BACKER ROD
RIGID FILLER & APPROVED RIGID FILLER RIGID FILLER
BACKER ROD SEALANT 1/4' MAX.
& APPROVED 1/4" MAX. SHIM SPACE 3/4" MIN. INTERIOR
SEALANT SHIM SPACE EDGE DISTANCE
METAL
WOOD FRAMING STRUCTURE
1 1/4" MIN. BY OTHERS
OR 2X BUCK #10 SMS OR
BY OTHERS EMBEDMENT 3/4" MIN SELF DRILLING
EDGE DISTANCE SCREWS
VERTICAL CROSS SECTION METAL EXTERIOR
EDGEE DISTANCE
1 MIN. METAL STRUCTURE INSTALLATION STRUCTURE BACKER ROD
D
BY OTHERS & APPROVED
VERTICAL CROSS SECTION SEALANT
WOOD FRAMING OR 2X BUCK INSTALLATION
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
SIGNED:0610112015
MI WoIoNDOWSWESTcRo BYO Ro00RS S�►RIILo9/,�
CARROLLTON, TX 75006 `v•��GENSF,S��
SERIES 185 ALUMINUM FIXED WINDOW *• O,,Sl2b1 *=
NOTES: 73" X 72" NON—IMPACT :-0
1.INTERIOR AND EXTERIOR FINISHES,BYOTHERS, FRAME INSTALLATION DETAILS ��0�_� ssTATE OF
NOT SHOWN FOR CLARITY.2.
DESIGNEDINACCORDANCEWTHASTME2v.-�PERIMETER AND JOWT SEALANT BYEZSTOBE J.
RAW DWG Dwc No. 08-02357 RA '��� s'%(OR`O�G\�\
SCALE NTS DATE 09/03/14 SHEEr4 OF 8 ii��I�NA`► ��\\
1 1 �. � •1 •� if
ri
REVISIONS
REV DESCRIPTION DATE APPROVED
2 1/2" MIN. A REVISED INSTALLATION DETAILS 06/01/15 R.L.
EDGE DISTANCE
CONCRETE/MASONRY
BY OTHERS
° r 1 1/4" MIN.
°OPTIONAL 1X BUCK 1 1/4" MIN. EMBEDMENT
.Q a `°�
SEE NOTES 3 — 7 ° EMBEDMENT
SHEET 1
I 9 .
1
'v
BACKER ROD 1/4" MAX. CONCRETE/MASONRY
BY OTHERS 1/4" MAX.
& APPROVED SHIM SPACE < SHIM SPACE
SEALANT OPTIONAL 1X BUCK v
RIGID FILLER SEE NOTES 3 — 7
SHEET 1 RIGID FILLER
3/16" TAPCON o•
EXTERIOR INTERIOR 3/16" TAPCON a ° INTERIOR
3/16" TAPCON
BACKER ROD
& APPROVED RIGID FILLER
SEALANT °
OPTIONAL 1X BUCK 1/4 MAX' 2 1/2 Q >.
SEE NOTE 3 — 7 SHIM SPACE MIN.
SHEET 1 EDGE
DISTANCE • EXTERIOR
CONCRETE/MASONRY '° BACKER ROD
BY OTHERS < ' ° 1 1/4 MIN. & APPROVED
EMBEDMENT
SEALANT
EM
JAMB INSTALLATION DETAIL
CONCRETE/MASONRYINSTALLATION
Q'
2 1/2" MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
CONCRETE/MASONRY INSTALLATION NOTES:
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
NOT SHOWN FOR CLARITY.
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
SIGNED:0610112015
MI W�I�NDOWSWESTcRo eD Ro OORS `\\\JNs IR I�Ld
CARROLLTON, TX 75006 =v,•��GEIVq •d+
SERIES 185 ALUMINUM FIXED WINDOW _*.•//,�,'Io,.Sj?51 T1
7M X 72" NON—IMPACT ::-A S FRAME INSTALLATION DETAILS ��o• TA
TE OF•��
DRAWN: DWG ND. REV �0��•��ORIOP•\�'\�
SCALE DATE 08 SO 57 A //�sS�ONA IIf�C�G\\\
NTS 09/03/14 5 OF 8
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 06/01/15 R.L.
1 1/4" MIN. 1/4" MAX.
EMBEDMENT SHIM SPACE
1/2" MIN. RIGID FILLER
EDGE DISTANCE 3/4" MIN 1/2" MIN.
METAL EDGE DISTANCE EDGE DISTANCE
WOOD FRAMING 1 1/4' MIN. STRUCTURE INTERIOR
OR 2X BUCK EMBEDMENT BY OTHERS 1/4" MAX.
BY OTHERS Lf t-
SHIM SPACE
#10 WOOD
SCREW
1/4" MAX. BACKER ROD &
BACKER ROD & SHIM SPACE APPROVED SEALANT RIGID FILLER WOOD FRAMING
APPROVED SEALANT BEHIND FLANGE OR 2X BUCK EXTERIOR
BEHIND FLANGE RIGID FILLER #10 SMS OR
SELF DRILLING BY OTHERS BACKER ROD &
#10 WOOD SCREW SCREW APPROVED SEALANT
BEHIND FLANGE
JAMB INSTALLATION DETAIL
EXTERIOR INTERIOR WOOD FRAMING OR 2X BUCK INSTALLATION
EXTERIOR "
#10 SMS OR 1/4" MAX.
INTERIOR SELF DRILLING SHIMSPACE
SCREW
#10 WOOD SCREW BACKER ROD &
RIGID FILLER APPROVED SEALANT RIGID FILLER RIGID FILLER
BACKER ROD &APPROVED SEALANT 1/4" MAX. BEHIND FLANGE 1/4" MAX. 3/4" MIN. INTERIOR
BEHIND FLANGE SHIM SPACE F SHIM SPACE EDGE DISTANCE
METAL
WOOD FRAMING � STRUCTURE
OR 2X BUCK 1 1/4" MIN. BY OTHERS
BY OTHERS EMBEDMENT 3/4" MIN
EDGE DISTANCE #10 SMS OR
VERTICAL CROSS SECTION SELF DRILLING
1/2" MIN SCREWS
EDGE DISTANCE METAL STRUCTURE INSTALLATION
METAL EXTERIOR
VERTICAL CROSS SECTION STRUCTURE
WOOD FRAMING OR 2X BUCK INSTALLATION BY OTHERS BACKER ROD &
APPROVED SEALANT
BEHIND FLANGE
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
SIGNED:0610112015
MI WcIcNDOWSWESTcRoseD ROAD DOORS \`\`J\S 1R IILIo ,i,���
CARROLLTON, TX 75006 `�••%,�GENSF9sF�
NOTES: SERIES 185 ALUMINUM FIXED WINDOW *• '�0j'�5�1 `*=
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 73" X 72" NON-IMPACT nW��
NOT SHOWN FOR CLARITY. FLANGE INSTALLATION DETAILS ��o• STATES OF
DESEGNED IN ACCORDANCE WITHASTM E21NT BY TO BE DRAWN: DWG NO. REV �i��s 2.
SCALE DATE 08 SOE3 57 A
NTS 09/03/14 6 OF 8
t '
y
REVISIONS
REV DESCRIPTION DATE APPROVED
2 1/2" MIN. A REVISED INSTALLATION DETAILS 06/01/15 R.L.
EDGE DISTANCE
CONCRETE/MASONRY
BY OTHERS a"
1 1/4" MIN.
°
14 1 1/4" MIN. EMBEDMENT
OPTIONAL 1X BUCK ° °" a' ° EMBEDMENT
SEE NOTES 3 — 7 °
SHEET 1 9
'9
BACKER ROD & 1/4" MAX. CONCRETE/MASONRY
APPROVED SEALANT SHIM SPACE BY OTHERS 1 MAX.
BEHIND FLANGE OPTIONAL 1X BUCK a ° SHIM M SPACE
RIGID FILLER SEE NOTES 3 — 7
SHEET 1 RIGID FILLER
3/16" TAPCON
EXTERIOR INTERIOR 3/16" TAPCON " INTERIOR
BACKER ROD & 3/16" TAPCON
APPROVED SEALANT
BEHIND FLANGE RIGID FILLER
OPTIONAL 1X BUCK 1/4" MAX. 2 1/2"
SEE NOTE 3 — 7 SHIM SPACE MIN.
SHEET 1 EDGE
DISTANCE EXTERIOR
CONCRETE/MASONRY L •' BACKER ROD &
BY OTHERS ° .4, ° APPROVED SEALANT
°a .°4 1 1/4" MIN. BEHIND FLANGE
a EMBEDMENT
a JAMB INSTALLATION DETAIL
< c•° CONCRETE/MASONRYINSTALLATION
Q'
2 1/2" MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
CONCRETE/MASONRYINSTALLATION NOTES:
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
NOT SHOWN FOR CLARITY.
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
SIGNED:0610112015
MI WcI�NDOWSWESTc o eD ROAD DOORS ````)StRtl`o
CARROLLTON, TX 75006 `w•'\CENSF"9tp
SERIES 185 ALUMINUM FIXED WINDOW 41.
0 S126
73" X 72 NON—IMPACT =0FLANGE INSTALLATION DETAILS 7;0yAT OF
DRAWN: DWC N0. REV �0'OFS';�ORIOP
scALE NTS DATE 09/03/14 08 s0
235
7
EEr70F 8 A /��,S-OMAj1 E: `���
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•
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 06/01/15 R.L.
APPROVED
SEALANT
BEHIND FIN 1 1/4' MIN.
EMBEDMENT
#6 WOOD WOOD
SCREW FRAMING
BY OTHERS
1/4" MAX.
F SHIM SPACE WOOD FRAMING 1/4" MAX
7/16" MIN j BY OTHERS SHIM SPACE
EDGE DISTANCE
#s
WOOD
SCCREWREW INTERIOR
INTERIOR
EXTERIOR 1 1/4"
MIN.
EMBEDMENT
t
1/4" MAX APPROVED
SHIM SPACE SEALANT
BEHIND FIN EXTERIOR
7/16" MIN 7/16" MIN
EDGE DISTANCE EDGE DISTANCE
#6 WOOD WOOD JAMB INSTALLATION DETAIL
SCREW FRAMING WOOD FRAMING OR 2X BUCK INSTALLATION
APPROVED 1 1/4" MIN. BY OTHERS
SEALANT EMBEDMENT
BEHIND FIN
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
NOTES.,
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
NOT SHOWN FOR CLARITY.
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
SIGNED:0610112015
MI WINDOWS AND DOORS ���111111I///i�
1001 WEST CROSBY ROAD ����J\S R L0d/���
CARROLLTON, TX 75006
SERIES 185 ALUMINUM FIXED WINDOW _*�•// o„ 6r1�. _. =
73" X NON-IMPACT ' S E
FLANGE INSTALLATION DETAILS TAT��• OF �t�
DRAWN: DWG NO. REV �iE`s:;[ORIOP
L.
DATE 08 s02357 A i�i7s/ONA'IE�\�p
NTS 09/03/14 8 OF 8