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Product Approval Menu > Product or Aoolication Search > Aoolication List > Application Detail
&y FL # FL17499-RI
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.
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
bsitlinger@miwd.com
Technical'Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Windows Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency American Architectural Manufacturers Association
Validated By Steven M. Urich, PE
`✓! Validation Checklist - Hardcopy Received
Referenced Standard and Year (of Standard) Standard
AAMA 506
AAMA/WDMA/CSA 101/I.S.2/A440
Equivalence of Product Standards
Certified By
f
Product Approval Method Method 1 Option A�
Date Submitted 07/19/2016
Date Validated 08/05/2016
Date Pending FBC Approval
Date Approved 08/05/2016
https:/Auww.floridabuilding.org/pr/pr app b.aspx?param=wGEVXQwtDgtCUGgvjQiz6BPhSOGp/o2f386z[G pg0up/o2D(Mgl5alXtAgp/o3d%3d
Year
2008
2008
113
C. 4/18/2017
Florida Building Code Online
Summary of Products
FL #
Model, Number or Name
Description
17499.1
185 SH
52x72 Fin/Flange Frame IG/SG Impact Single Hung
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17499 R1 C CAC MI Windows - 185 SH (Fin) Impact
(2).pdf
FL17499 R1 C CAC MI Windows - 185 SH (Fin) Impact
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
(3).Ddf
Design Pressure: +55/-55
Other: R-PG55, Missile Level D, Wind Zone 3. Glass to be
FL17499 RI C CAC MI Windows - 185 SH (Flange) Impact
(2).pdf
bedded in Pecora 896 sealant.
FL17499 R1 C CAC MI Windows - 185 SH (Flange) Impact
(5).pdf
Quality Assurance Contract Expiration Date
10/10/2018
Installation Instructions
FL17499 R1 II 08-02544A.pdf
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R1 AE 513320A.pdf
Created by Independent Third Party: Yes
17499.2
185 SH
52x84 Fin/Flange Frame IG/SG Single Hung
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17499 RI C CAC APC(13362)E1725.01-109-47-RO 185
SH(FLG waiver)5-SIG 1-8A 52 1-8X84 R60(100918).Ddf
Approved for use outside HVHZ: Yes
FL17499 RI C CAC MI Windows - 185 SH (Fin) (10).pdf
Impact Resistant: No
FL17499 R1 C CAC MI Windows - 185 SH (Fin) (9).Odf
Design Pressure: +60/-60
FL17499 RI C CAC MI Windows - 185 SH (Flange) (9).Odf
Other: R-PG55
Quality Assurance Contract Expiration Date
10/09/2018
Installation Instructions
FL17499 R1 II 08-02546A.odf
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R1 AE 513322A.Odf
Created by Independent Third Party: Yes
17499.3
185 SH
36x84 Fin/Flange Frame IG/SG Impact Single Hung
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17499 R1 C CAC MI Windows - 185 SH (Fin) Impact
(4).Odf
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
FL17499 R1 C CAC MI Windows - 185 SH (Fin) Impact (5)
Done.ndf
Design Pressure: +55/-55
Other: R-PG55*, Missile Level D, Wind Zone 3. Glass to be
FL17499 RI C CAC MI Windows - 185 SH (Flange) Impact
(3).pdf
bedded in Pecora 896 sealant.
FL17499 R1 C CAC MI Windows - 185 SH (Flange) Impact
14L
Quality Assurance Contract Expiration Date
10/17/2018
Installation Instructions
FL17499 RI II 08-02545A.pdf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R1 AE 513321A.Odf
Created by Independent Third Party: Yes
17499.4
185 SH
52x72 Fin/Flange Frame IG/SG Single Hung Laminated Glass
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17499 R1 C CAC APC(13361)E3726.01-109-47-RO 185
SH(FLG waiver).Odf
Approved for use outside HVHZ: Yes
Impact Resistant: No
FL17499 R1 C CAC MI Windows - 185 SH (Fin) (11),odf
FL17499 R1 C CAC MI Windows - 185 SH (Fin) (12).pdf
Design Pressure: +60/-60
FL17499 R1 C CAC MI Windows - 185 SH (Flanne) (10).odf
Other: R-PG60
Quality Assurance Contract Expiration Date
10/08/2018
Installation Instructions
FL17499 RI II 08-02549A.pdf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 RI AE 513327A.pdf
Created by Independent Third Party: Yes
https://www.floridabuilding.orglpr/pr_app dU.aspx?param=wGEVXQwtDgtCUGgvjQiz6BPhSOG%2f386zIGHmSYpgOu%2fXMgl5aIXtAg%3d%3d 213
0 4/18/2017
Florida Building Code Online
17499.5 185 SH
36x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17499 R1 C CAC APC(13363)E1729.01-109-47-R0 185 SH
(FLG waiver).Ddf
Approved for use outside HVHZ: Yes
Impact Resistant: No
FL17499 R1 C CAC MI Windows - 185 SH (Fin) (13).Ddf
FL17499 R1 C CAC MI Windows - 185 SH (Fin) (14).Ddf
Design Pressure: +60/-60
FL17499 R1 C CAC MI Windows - 185 SH (Flange) (11).odf
Other: R-PG60*
Quality Assurance Contract Expiration Date
10/17/2018
Installation Instructions
FL17499 R1 II 08-02550A.Ddf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 RI AE 513328A.Ddf
Created by Independent Third Party: Yes
1�7499,6
185 Triple SH
11102 Fin Frame IG/SG Single Hung 110x72 Flange Frame
IG/SG Single Hung
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17499 R1 C CAC MI Windows - 185 SH Triple (Fin)
(3).Ddf
Approved for use outside HVHZ: Yes
Impact Resistant: No
FL17499 R1 C CAC MI Windows - 185 SH Triple (Fin)
Design Pressure: +50/-50
(4).pdf
Other: R-PG50*
FL17499 R1 C CAC MI Windows - 185 SH Triple (Flange)
3 . df
FL17499 R1 C CAC MI Windows - 185 SH Triple (Flange)
(4).Ddf
Quality Assurance Contract Expiration Date
10/20/2018
Installation Instructions
FL17499 R1 II 08-02548A.r)df
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R1 AE 513324A.Ddf
Created by Independent Third Party: Yes
17499.7
185 Twin SH
106x72 Fin Frame IG/SG Single Hung 105x72 Flange Frame
IG/SG Single Hung
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17499 R1 C CAC MI Windows - 185 SH Twin (Fin) (3).Ddf
FL17499 R1 C CAC MI Windows - 185 SH Twin (Fin) (4).bdf
Approved for use outside HVHZ: Yes
FL17499 R1 C CAC MI Windows - 185 SH Twin (Flange)
Impact Resistant: No
3 . df
Design Pressure: +45/-45
Other: R-PG45
FL17499 R1 C CAC MI Windows - 185 SH Twin (Flange)
(41.Ddf
Quality Assurance Contract Expiration Date
10/20/2018
Installation Instructions
FL17499 R1 II 08-02547A.pdf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R1 AE 513323A.Ddf
Created by Independent Third Party: Yes
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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 e-mail address released in response to a public -records request, do not send electronic
mail 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 dick here .
Product Approval Accepts:
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https://www.floridabuilding.org/pr/pr_app dfl.aspx?param=wGEVXQwtDgtCUGgvjQiz6BPhSOG%2f386ziGHmSYpgOu%2fXMgl5alXtAg%3d%3d 3/3
NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ..
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE, FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL.
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL.
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH
MANUFACTURER'S PUBLISHED. INSTALLATION INSTRUCTIONS.
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF
THE ARCHITECT OR ENGINEER OF RECORD.
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
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: EXTRUDED RIGID PVC.
12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEET 14 FOR GLASS DETAILS.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
REVISIONS
DESCRIPTION I DATE I APPROVED
REVISED ANCHOR SPACING & CHARTS 07/11/2016 R.L.
15.FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO
SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" 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.
17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF
DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND
STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
DETAILS.
18. ALL FASTENERS TO BE CORROSION RESISTANT.
19.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI.
C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM.
D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR
ALUMINUM 6063-T5 FU=30KSI .048" THICK MINIMUM
TABLE OF CONTENTS
SHEET NO.1 DESCRIPTION '
1 1 NOTES
2 - 4 ELEVATIONS
4 - 13 INSTALLATION DETAILS
14 1COMPONENTS
SIGNED: 0711312016
I WNDOWS
M650IWEST
RE1L��9///�
MARKET STREET
NSF-•�+
GRATZ, PA 17030-0370
` �,••��G
*�•// 0 951
SERIES 185 ALUMINUM TRIPLE SINGLE HUNG WINDOW
111"X72" NON -IMPACT
_•a�{(k;�
NOTES
— jo • $TAT OF �`
%�'cFs �ZOROV. GA-
DRAWN:
DYlG NO.
REV
OS 8
A
09 ONAI1%\\\\���
*11
scA c NTS DATE 01 /OS/15 SHEET 1 0F 14
110 1/4" MAX FRAME WIDTH
2" MAX 16" MAX 3 1/16" 3 1/16"
O.C. MAX MAX
3 1/16" 3 1/16"
MAX MAX
2 TAX_
J
16"
MAX
O.C.
72" T_
MAX
FRAME
HEIGHT
�C
O L
�
O ��
Q
4
4
X i
X �
Li
X /i
185 ALUMINUM TRIPLE SINGLE HUNG WINDOW
EXTERIOR VIEW
FLANGE & FINLESS INSTALLATION
WITHOUT FILLERS
SEE CHART #1 SHEET 2 FOR SMALLER UNITS REQUIRED ANCHORS
DESIGN PRESSURE RATING IMPACT RATING
+50.OPSF NONE
NOTES:
1. MAXIMUM SASH SIZE: 35 3/8"" X 36".
2. MAXIMUM SASH D.L.O.: 31 1/2" X 31 7/8".
3. MAXIMUM FIXED D.L.O.: 33 1/4" X 32 5/8".
HARDWARESCHEDULE
A. 2) METALSWEEP LOCK AT 8" FROM EACH END INTERIOR MEETING RAIL
B. (21 BLOCK AND TACKLE BALANCE AT JAMBS
FLANGE VERTICAL MUU
FIN VERTICAL MULLION
2" MAX
REVISIONS
DESCRIPTION DATE APPROVED
REVISED ANCHOR SPACING & CHARTS 1 07/11/20161 R.L.
CHART #1
Number of anchor locations required
Frame
Frame Width (in)
Height
56.63
7&75
90.75
1 110.25
(n)
H& S
Jamb
H& S
Jamb
H& S
Jamb
H& S
Jamb
24.00
6
3
9
3
9
3
9
3
30.00
6
3
9
3
9
3
9
3
36.00
6
3
9
3
9
3
9
3
4ZOO
6
4
9
4
9
4
9
4
46.00
6
4
9
4
1 12
4
12
4
54.00
6
5
9
5
12
5
15
5
60.00
6
S
9
5
12
5
15
5
6&00
9
5
12
5
15
5
15
5
72.00
9
1 6
12
6
15
6
15
1 6
SIGNED: 0711312016
M650 IWDOWESTMARKETS D DOORS
R 11210 '/,
TREET
GRATZ, PA
`\\\\)
17030-0370
` r••\\GENSF9cP��
SERIES 185 ALUMINUM TRIPLE SINGLE HUNG WINDOW
*�• /� 051 *=
111"X7NON —IMPACT
FINLESS
FLANGE & FINLESS ELEVATIONS
$TAT OF
��
DRAWN:
DWG NO.
REV
� • �`
N.G.
08 48
A
502
SCALE DATE
NTS 01/05/15 2 OF 14
110 1/4" MAX FRAME WIDTH
3 1/16" MAX 3 1/16"
MAX
16" 3 1/16" 3 1/16"
2" MAX MOAC. —•� �` MAX MAX 2" MAX
1
16"
MAX
O.C.
72" �—
MAX
FRAME
HEIGHT
4
4
4
X
185 ALUMINUM TRIPLE SINGLE HUNG WINDOW
EXTERIOR VIEW
FLANGE&FINLESS INSTALLATION
WITH FILLERS
SEE CHART #2 SHEET 3 FOR SMALLER UNITS REQUIRED ANCHORS
DESIGN PRESSURE RATING IMPACT RATING
+50.OPSF NONE
NOTES`
1. MAXIMUM SASH SIZE: 35 3/8"" X 36".
2. MAXIMUM SASH D.L.O.: 31 1/2" X 31 7/8".
3. MAXIMUM FIXED D.L.O.: 33 1 /4" X 32 5/8".
HARDWARESCHEDULE
METAL SWEEP LOCK AT8" FROM EACH END INTERIOR MEETING RAIL
BLOCK AND TACKLE BALANCE AT JAMBS
FLANGE VERTICAL MULLION (SEC175764)
FIN VERTICAL MULLION (CM-18514)
REVISIONS
DESCRIPTION DATE I APPROVED
REVISED ANCHOR SPACING & CHARTS 1 07/11/20161 R.L.
CHART #2
Number of anchor locations required
Frame
Frame Width (in)
Height
56.63
78.75
90.75
110.25
(in)
H& S
Jamb
H& S
Jamb
H& S
Jamb
JH&S
Jamb
24.00
6
3
9
3
9
3
9
3
30.00
6
3
9
3
9
3
9
3
36.00
6
3
9
3
9
3
9
3
42.00
6
4
9
4
9
4
9
4
48.00
6
4
9
4
9
4
9
4
54.00
6
5
9
5
9
5
9
5
60.00
6
5
9
5
9
5
9
5
66.00
6
5
9
5
9
5
9
5
7200
-
6
9
1 6
9
1 6
1 9
6
SIGNED: 0711312016
M650 WINDOWSWESTARKED DOORSIrC10���i%
TREET
GRATZ, PA 17030-0370
` v•��GENSFgs
*• 0 51
iERIES 185 ALUMINUM TRIPLE SINGLE HUNG WINDOW
111"X7NON —IMPACT
FLANGE & FINLESS ELEVATIONS
FINLESS
�0 • TAT OF tV
0
0�re[ORIOP: G���
S
DRAWN:
DWG NO.
REV
N.G.
08 502548
a
is,�NAj1��`���
E DATE
NTS 01/05/15 3 OF 14
ti
FR
HE
110 1/2" MAX FRAME WIDTH
2" MAX 10" MAX O.C. --{ 2" MAX
)
10"
MAX O.C.
2"
4X
aME
GHT
4
4
4
X
185 ALUMINUM TRIPLE SINGLE HUNG WINDOW
EXTERIOR VIEW
FIN INSTALLATION
SEE CHART #3 FOR SMALLER UNITS REQUIRED ANCHORS
DESIGN PRESSURE RATING IMPACT RATING
+50.0PSF NONE
NOTES:
1. MAXIMUM SASH SIZE: 35 3/8"" X 36".
2. MAXIMUM SASH D.L.O.: 31 1/2" X 31 7/8".
3. MAXIMUM FIXED D.L.O.: 33 1/4" X 32 5/8".
METAL SWEEP LOCK AT W FROM EACH EN D
BLOCK AND TACKLE BALANCEATIAMBS
FLANGE VERTICAL MULLION (SECT 5764)
FIN VERTICAL MULLION (CM-18514)
REVISIONS
DESCRIPTION DATE APPROVED
REVISED ANCHOR SPACING & CHARTS 1 07/11/2016 R.L
CHART #3
Number of anchor locations required
Frame
Frame Width (in)
Height
56.63
78.75
90.75
110.25
(in)
H& S
Jamb
H 8 S
Jamb
H& S
IJamb
H& S
Jamb
24.00
7
3
9
3
10
3
12
3
30.00
7
4
9
4
10
4
12
4
36.00
7
5
9
5
10
5
12
5
42.00
7
5
9
5
10
5
12
5
48.00
7
6
9
6
10
6
12
6
54.00
7
6
9
6
10
6
12
6
60.00
7
7
9
7
10
7,
12
7
66.00
7
8
9
8
10
8
12
8
7200
7
8
9
8
10
8
12
1 8
MI WINDOWS AND DOORS
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 185 ALUMINUM TRIPLE SINGLE HUNG WI
111"X72" NON —IMPACT
FIN ELEVATION
DRAWN: DWG NO.
N.G. 08-02548
SCALE NTS DATE 01 /05/15 1 SHEET OF 14
SIGNED: 0711312016
��\\JCS R I ►C 0,///'.
%4 *\GENSF9d+
*• o51 ••*=
A. TAT E OF ; ;QZ
��iFS �0R1�P: wO
1/2" MIN
EDGE DISTANCE
WOOD FRAMING
OR 2X BUCK METAL
BY OTHERS 1 3/8" MIN. STRUCTURE
4-
EMBEDMENTBY OTHERS
BACKER ROD 1/4" MAX.
& APPROVED SHIM SPACE APPROVED
SEALANT SEALANT
#10 WOOD SCREW
INTERIOR
EXTERIOR
3/4" MIN
EDGE DISTANCE
M
0
1/4" MAX.
� SHIMIM SPACE
#10 SMS OR
SELF DRILLING
SCREW
INTERIOR
EXTERIOR
r
#10 WOOD SCREW
SILL TO BE SET
INABED OF
APPROVED
STRUCTURAL
BACKER ROD
SEALANT
& APPROVED
BACKER ROD
SEALANT
1/4" MAX_
& APPROVED
SHIM SPACE
SEALANT
WOOD FRAMING
OR 2X BUCK
META
BY OTHERS
STRUCTUR
1 3/8" MIN.
BY OTHER
EMBEDMENT
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
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
1 3/8" MIN.
EMBEDMENT
+ 1 /2"
MIN
EDGE
DISTANCE
#10 WOOD
SCREW(
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD
& APPROVED
SEALANT
#10 SMS OR
ELF DRILLING
SCREWS
s
V10 SMS OR
SELF DRILLING SCREWS
3�1
SILL TO BE SET
MIN.
IN A. BED OF
EDGE
APPROVED
DISTANCE
STRUCTURAL
T_
REVISIONS
REV DESCRIPTION DATE I APPROVED
A_ REVISED ANCHOR SPACING & CHARTS 07/11/2016 R.L.
1/4" MAX.
SHIM SPACE
INTERIOR
EXTERIOR
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
1/4" MAX.
SHIM SPACE
INTERIOR
SEALANT / EXTERIOR
1/4" MAX. METAL J/ BACKER ROD
SHIM SPACE STRUCTURE & APPROVED
BY OTHERS SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
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