HomeMy WebLinkAboutProduct Approval Sliding Door4/18/2,,gj,7
I
Florida Building Code Online
BCIS Home I Log In j User Registration
I Hot Topics Submit Surcharge Stats & Facts
Florida
- I
_
:.
.IEl Product Approval
USER: Public User
[,'kvxt71
Product Approval Menu > Product or Application Search > Application List > Application Detail
•
FL #
FL15332-R3
Application Type
Revision
Code Version I
2014
Application Status
i
Approved
Comments
Archived
I
B "
Publications I FBC Staff I BCIS Site Map I Links I Search
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
M i
Address/Phone/Email
Category Exterior Doors
Subcategor , Sliding Exterior Door Assemblies
CompliancelMethod Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
la Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed Luis Roberto Lomas
the Evaluation Report
Florida Lice Inse PE-62514
Quality Ass lurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2017
Validated 8y Steven M. Urich, PE
i (d7 Validation Checklist - Hardcopy Received
Certificatejof Independence FL15332 R3 COI FLCOI.pdf
Referenced Standard and Year (of Standard) Standard
AAMA/WDMA/CSA 101/I.S.2/A440
-I
I
Equivalence of Product Standards
Certified By 7Methd
Sections from the Code
��Product Approval Methodtion-D
https://www.floridabuilding.org/pi/lj _ppp dtl.aspx?param=wGEVXQwtDgtH8572gvdWldku3BmvbCOTJFh%2faEitmE4iG2JPrlRxMw%3d%3d
Year
2008
1/3
4/18/2017
Florida Building Code Online
Date Submitted 10/29/2015
Date Validatedi 10/30/2015
Date Pending FBC Approval 11/01/2015
Date Approved 12/15/2015
Summary of Products
FL # Model, Number or Name Description
15332.1 i SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON -
REINFORCED
Limits of U
Approved
Approved
Impact Ri
Design Pr
Other: RE
PRESSURE
use in HVHZ: No
use outside HVHZ: Yes
tant: No
ure: N/A
TO APPROVAL DOCUMENT FOR DESIGN
Installation Instructions
FL15332 R3 II 08-00500D.odf
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL15332 R3 AE 510807C.odf
Created by Independent Third Party: Yes
15332.2 l I SERIES 420 ALUMINUM SGD I SERIES LUMINUM SGD OX, XO, XX 96"x80" NON-
RENFORCED
Limits of U
Approved
Approved
Impact R4
Design Pr
Other:RE
PRESSURE
Limits of L
Approved
Approved
Impact R
Design Pr
Other: RE
PRESSURE
use in HVHZ: No
use outside HVHZ: Yes
tant: No
ure: N/A
TO APPROVAL DOCUMENT FOR DESIGN
SERIES 420 ALUMINUM SGD
REINFORCED
use in HVHZ: No
use outside HVHZ: Yes
tant: No
ure: N/A
TO APPROVAL DOCUMENT FOR DESIGN
INGS
Installation Instructions
FL15332 R3 II 08-00498D.pdf
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL15332 R3 AE 510805C.odf
Created by Independent Third Party: Yes
SERIES 420 ALUMINUM SGD REINFORCED OXO 145-3/4"x96"
Installation Instructions
FL15332 R3 II 08-02248B.odf
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
FLIS332 R3 AE 512968B.odf
Created by Independent Third Party: Yes
15332.4
SERIES 420 ALUMINUM SGD
REINFORCED
SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX
96"x96"
Limits of Use
Installation Instructions
Approvedlfor use in HVHZ: No
FL15332 R3 II 08-02249B.pdf
Approved for use outside HVHZ: Yes
Verified By: Luis Roberto Lomas 62514
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: RE ER TO APPROVAL DOCUMENT FOR DESIGN
FLIS332 R3 AE 512969B.Ddf
PRESSURE IRATINGS
Created by Independent Third Party: Yes
15332.5 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96"
REINFORCED
Limits of
Impact
Design
Other:
PRESSUF
for use in HVHZ: No
for use outside HVHZ: Yes
:sistant: No
essure: N/A
FER TO APPROVAL DOCUMENT FOR DESIGN
RATINGS
Installation Instructions
FL15332 R3 II 08-02250B.odf
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL15332 R3 AE 512970B.odf
Created by Independent Third Party: Yes
15332.6 ! I SERIES 420 REINFORCED ALUMINUM I SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX
SGD 96"x96"
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15332 R3 II 08-00499D.odf
Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 510806C.pdf
PRESSURE RATINGS Created by Independent Third Party: Yes
15332.7 I I SERIES 420 REINFORCED ALUMINUM I SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96"
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15332 R3 II 08-00501D.pdf
Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514
https:/Avww.floridabuilding.org/pr/pr lapp_dtl.aspx?param=wGEVXQwtDgtH8572gvdWldku3BmvbCOTJFh%2faEitmE4iG2JPrlRxMw%3d%3d
213
4/18120,17
Florida Building Code Online
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN
FL15332 R3 AE 510808C.odf
PRESSURE RATINGS
Created by Independent Third Party: Yes
15332.8
SERIES 430/440 ALUMINUM SGD
SERIES 430/440 ALUMINUM SGD XXX 143"x80" NON-
REINFORCED
Limits of Use
Installation Instructions
Approved four use in HVHZ: No
FL15332 R3 II 08-00502D.12df
Approved for use outside HVHZ: Yes
Verified By: Luis Roberto Lomas 62514
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN
FL15332 R3 AE 510809C.pdf
PRESSURE RATINGS
Created by Independent Third Party: Yes
15332.9 I
SERIES 430/440 REINFORCED
SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143"x96"
ALUMINUM SGD
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FLIS332 R3 II 08-00503D.Ddf
Approved for use outside HVHZ: Yes
Verified By: Luis Roberto Lomas 62514
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN
FL15332 R3 AE 510810C.pdf
PRESSURE RATINGS
Created by Independent Third Party: Yes
Back 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 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 mail. 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 emalls 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
1 455, F.S., please click here .
Product Approval Accepts:
T,'_'„ ® eC9M
Credit Card
Safe
I
https://www.floridabuilding.orgtpr/prlapp U.aspx?param=wGEVXQwtDgtH8572gvdVVldku3BmvbCOTJFh%2faEitmE4iG2JPrlRxMw%3dp/o3d 313
1
NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFERACL-LOADS-TO-STRUCTURE-.FRAMING-AND-MASONRY_OP_ENIRGJS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 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.
4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT
SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR
CALCULATIONS.
5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T5.
6. UNITS MUST BE GLAZED PER ASTM E1300-04, WITH SAFETY GLASS.
7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE
DEBRIS REGIONS.
8. 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. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO
NOT REQUIRE WATER INFILTRATION RESISTANCE.
OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT
10. FOR ANCHORING 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.
11. FOR ANCHORING 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.
12. FOR ANCHORING 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.
13. ALL FASTENERS TO BE CORROSION RESISTANT.
14. 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 3,192 PSI.
C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER).
D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 1/8" THICK MINIMUM
15. APPROVED CONFIGURATIONS: OXO
TABLE OF CONTENTS
SHEET NO. DESCRIPTION
1 NOTES
2 - 3 ELEVATIONS
4 - 10 INSTALLATION DETAILS
REVISIONS
DESCRIPTION DATE APPROVED
ADDED FLANGE AND FIN INSTALLATIONS 12/10/13 R.L.
REVISED INSTALLATION DETAILS 07/30/15 R.L.
SIGNED: 1012312015
MI WI9 D LLC
S P,-�'CO
aCLAKESIDARKWS
PDOOVRA
FLOWER MOUND, TX 75028
\\\�
v •��CENSF-y /��
►*• 0 51 Tt=
SERIES 420 SGD
145 3/4" X 96' REINFORCED WITHOUT ADAPTER
NOTES
�TAi E OFCC—
�F•'c(OR1�:'•\�'\\
DRAWN:
DWG NO.
REV
DS
B
�ONAl- `\\
SCALE GATE SOEE24$
NTS 02/23/09 1 OF 10
6" MAX -
6" 7MA-X
I
L
17" MAX
O.C.
96" T-
MAX
FRAME
HEIGHT
L
6" MAX
SERIES 420 SGD
EXTERIOR VIEW
DESIGN PRESSURE RATING IMPACT RATING
±35.OPSF NONE
SEE CHARTS #1 AND #2 FOR OTHER UNITS RATINGS
REVISIONS
DESCRIPTION DATE APPROVED
ADDED FLANGE AND FIN INSTALLATIONS 12/10/13 R.L.
REVISED INSTALLATION DETAILS 07/30/15 R.L.
CHART #1
WHERE WATER INFILTRATION RESISTANCE IS REQUIRED.
.QFF NATF a .QHFFT t
Design pressure chart (p4
Frame
Height
(in)
Single Panel and Total Frame Width -(in)
48.6
30.0
36.0
42.0
90.00
108.00
126.00
145.75
Pas
Neg
Pas
Neg
Pas
Neg
Pas
Neg
84.0
40.0
58.9
40:0
51.3
40.0
46.1
40.0
42.0
.0
40.0
55.7
40.0
40.0
43.3
39.4
39.4
]2.0
40.02.8
40.0
�45.8
40.0
409
371
371
.0
40.0
50.2
40.0
38.7
38.7
35.0
35.0
CHART #2
WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED.
QFF mr)rc a c".r I
Design pressure chart (psi
Frame
Height
(in)
Single Panel and Total Frame Width (in)
30.0
90.00
36.0
108.00
42.0
126.00
48.6
145.75
Pas
I Neg
Pas
Neg
Pas
Neg
Pas
Neg
84.0
58.9
58.9
51.3
51.3
46.1
46.1
42.0
42.0
88.0
55.7
55.7
48.4
48.4
43.3
43.3
39.4
39.4
92.0
52.8
52.8
45.8
45.8
40.9
40.9
37.1
37.1
96.0
1 50.2
502
43.4
*.4
1 38.7
38.7
1 35.0
35.0
PueaTa
Number of anchor locations required
Frarre
Height
(in)
Single Panel and Total Frame Width
(in)
30.0
90.0
36.0
108.0
42.0
126.0
48.6
145.8
H&S
Jamb
H&S
Jamb
H&S
Jamb
H&S
I Jamb
84.0
6
6
7
6
8
6
9
1 6
88.0
6
6
7
6
8
6
9
6
92.0
6
6
7
6
8
6
9
6
1
96.0
1 6
6
7
6
8
6
9
6
MI WINDOWS AND DOORS LLC
1900 LAKESIDE PARKWAY
FLOWER MOUND, TX 75028
SERIES 420 SGD
145 3/4" X 96" REINFORCED WITHOUT ADAPTER
ELEVATION
DRAWN: DWG NO. RI
F.A. 08-02248
SCALE NTS IDATE 02/23/09 ISHEET2 OF 10
SIGNED: 1012312015
�J�J�S R I I`lor�il�i
`��,•��6EN`SF9d' �`�
*• 0 51 ••*:
TAT E OF ,•:
6" MAX -
6" MAX
17" MAX
O.C.
96" T_
MAX
FRAME
HEIGHT
L
6" MAX
145 3/4" MAX FRAME WIDTH
(1) ANCHOR PER LOCATION
AT HEAD & JAMBS
_SEE CHART #4 FOR
NUMBER -OF- LOCATIONS
REQUIRED 17"
-{ MAX
O.C.
I r 6" MAX
O
X
O
SERIES 420 SGD
DESIGN PRESSURE RATING IMPACTRATING (2) ANCHORS PER LOCATION
AT SILL
t40.0PSF NONE SEE CHART #4 FOR
NUMBER OF LOCATIONS
REQUIRED
SEE CHARTS #1 AND #2 FOR OTHER UNITS RATINGS
REVISIONS
DESCRIPTION DATE APPROVED
ADDED FLANGE AND FIN INSTALLATIONS .12/10/13 R.L.
REVISED INSTALLATION DETAILS 07/30/15 1 R.L.
CHART #4
Number of anchor locationsrequired
Frame
Single Panel and Total Unit Width (in)
Height
30.0
36.0
420
48.6
(in)
90.0
108.0
126.0
1 145.8
H&S
Jamb
H&S
Jamb
H8S
Jamb
H&S
Jamb
84.0
8
6
8
6
9
6
9
1 6
88.0
8
6
8
6
8
6
9
6
920
7
6
8
6
8
6
9
L6
96.0
7
6
8
6
8
6
9
6
SIGNED: 1012312015
MI WINDOWS LLC
I(LO-//'
OOLAKESIDD PARKWAY
`\`\\`StIR
'\DENS
FLOWER MOUND, TX 75028
�Jv
SERIES 420 SGD
_ *• 0
145 3/4" X 96" REINFORCED WITHOUT ADAPTER
,51tlrt*
_,o'
, ELEVATION
SE
�� , TAT OF
DRAWN:
DWI; NO.
REV
�'P••'c[0R1W.
��/�SS%
F.A.
08-02248
B
• " • xx
'cALE NTS JDATE 02/23/09 1SHEET OF 10
WOOD FRAMING -
OR 2X BUCK
--BY—OTHERS
#10 WOOD
SCREW
#10 WOOD
SCREW
WOOD FRAMING
OR 2X BUCK
BY OTHERS
EXTERIOR
1/2" MIN.
EDGE DISTANCE
1 3/8" MIN.
EMBE MENT
1 /4"
MAX. 7
SHIM
SPACE
INTERIOR
Luur UIJIAINI.G
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
i z /a" IdIAI
1/2
EDGE I
SET IN
APPROVED SEALANT
MIN.
vIENT
#10 1
S
WOOD FR/.,.,.,.
OR 2X BUCK
BY OTHERS
I /A" uAV
REVISIONS
DESCRIPTION DALE APPROVED
ADDED FLANGE AND FIN INSTALLATIONS 12/10/13 R.L.
REVISED INSTALLATION DETAILS 07/30/15 R.L.
JAIWE5 IIVJ IALLA I IL/IV UC IAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
MI WINDOWS AND DOORS LLC
1900 LAKESIDE PARKWAY
FLOWER MOUND, TX 75028
SERIES 420 SGD
145 3/4" X 96" REINFORCED WITHOUT ADAPTER
FRAME INSTALLATION DETAILS
DRAWN: DWG NO. REV
F.A. 08-02248 B
SSE NTS IDATE 02/23/09 JSHEE4 OF 10
SIGNED: 1012312015
��"R ilI IL O
�,••��OElV�p�'9�1'`%
*• 0 25Y •*_
• TATE OF
i��;hS
METAL
STRUCTURE
BY OTHERS
#10 SMS OR
SELF DRILLING
SCREW
METAL
STRUCTURE
BY OTHERS
3/4" MIN.
EDGE DISTANCE
1 /4" MAX.
N r SHIM SPACE
EXTERIOR
#10 SMS OR
SELF DRILLING
SCREW
INTERIOR
3/4" MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTURE 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
;ILL TO BE SET IN
� BED OF
APPROVED SEALANT
-f-
3/4" MI
EDGE DISTI
L
#10 SMS OR
SELF DRILLING
SCREWS
METAL
STRUCTURE
BY OTHERS
REVISIONS
DESCRIPTION DATE APPROVED
ADDED FLANGE AND FIN INSTALLATIONS 12/10/13 R.L.
REVISED INSTALLATION DETAILS 07/30/15 R.L.
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
MI WINDOWS AND DOORS LLC
1900 LAKESIDE PARKWAY
FLOWER MOUND; TX 75028
SERIES 420 SGD
145 3/4" X 96" REINFORCED WITHOUT ADAPTER
FRAME INSTALLATION DETAILS
DRAWN: DWG NO. REV
F.A. 08-02248 B
SCALE NTS I DATE 02/23/09 ISHEET5 OF 10
SIGNED: 1012312015
rEN
*• 0 51 •*_
0 TATE �=
TE OF OF
5ORIOP G�i�:
REVISIONS
2 1/2" MIN. REV 0ESCRIP11ON DATE APPROVED
EDGE DISTANCE 1 A ADDED FLANGE AND FIN INSTALLATIONS 12/10/13 R.L.
B REVISED INSTALLATION DETAILS 07/30/15 R.L.
a c " 1 1/4MIN.
EMBEDMENT 'a. �-
1 1/4" MIN.
-CONCRET
MASONRY --EMBEDMENT
BY OTHERS 1/4' MAX.
SHIM SPACE
OPTIONAL
1X BUCK J 1/4 MAX.
TO BE 2 1/2 °v I r SHIM SPACE INTERIOR
PROPERLY MIN. e'
SECURED EDGE
SEE NOTE 3 DISTANCE
SHEET 1 o
3/16" TAPCON
El
o°.
3/16" TAPCON
CONCRETE/MASONRY °
BY OTHERS °
EXTERIOR INTERIOR
r � , 4E-
El
EXTERIOR
SILL TO BE SET IN a °
A BED OF APPROVED SEALANT
3/16" TAPCON
MASONRY/ -\
JAMB INSTALLATION DETAIL
CONCRETE OPTIONAL 1X BUCK CONCRETE/MASONRYINSTALLATION
BY OTHERS TO BE PROPERLY
SECURED
SEE NOTE 3 SHEET 1
NOTES:
1 1/4" MIN. 1.INTERIORAND EXTERIORFINISHES, BYOTHERS,
EMBEDMENT NOTSHOWNFORCLARITY.
a 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WIT14ASTM E2112
2 1/2" MIN.
EDGE DISTANCE
SIGNED: 1012312015
VERTICAL CROSS SECTION
CONCRETE/MASONRYINSTACLATION MI D LLC
R I'toA�j//
PDOOyR Y
WI OOOLAKESIDAWS
9s��
FLOWER MOUND, TX 75028
`ter •��GENSF
SERIES 420 SGD
*• 0 51 �t
145 3/4" X 96" REINFORCED. WITHOUT ADAPTER
-
FRAME INSTALLATION DETAILS
0' STATE OF
DRAWN: DWG NO. REV
%O�•• ��
���s8 • 0R110�C�G\�\`
F.A. 08-02248 B
,/,///OIIIIl \\\`\
NA
SCALE NTS JDATE 02/23/09 ISHELT6 OF 10
1/2" MIN. _
EDGE DISTANCE
EXTERIOR
#10 WOOD
SCREW
WOOD FRAMING
OR 2X BUCK
BY OTHERS
1 3/8" MIN.
EMBEDMENT
SHIM SPACE
#10 WOOD
SCREWS
INTERIOR
1/2
EDGE I
#10
Sc
IN
DVED SEALANT
MIN.
GENT
REVISIONS
DESCRIPTION DATE APPROVED
ADDED FLANGE AND FIN INSTALLATIONS 12/10/13 R.L.
REVISED INSTALLATION DETAILS 07/30/15 1 R.L.
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
CUVC UIJ IF11Vl.0
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
SIGNED: 1012312015
D LLC
MI WI900OLAKESID
I l,L/O'/
ARKWS
PDOOyRA
FLOWER MOUND, TX 75028
`\\R
`�v •-xGENs�.9,p�-(i
NOTES:
SERIES 420 SGD*•
0 51 *=
1.INTERIOR AND EXTERIORFINISHES, BYOTHERS,
145 3/4" X 96" REINFORCED WITHOUT ADAPTER
FLANGE INSTALLATION DETAILS
� TAT O
NOT SHOWN FOR CLARITY
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
DRAWN: OWG N0. REV
-
F •� `
�i�'��S:�CORI�G.`G\��
08 02248 B
/
SCALE DAZE
NTS 02/23/09 SHEET 7 OF 10
3/4" MIN.
EDGE DISTANCE
METAL 1/4" MAX.
STRUCTURE SHIM SPACE
BY OTHERS
#10 SMS OR
SELF DRILLING
SCREW
METAL
STRUCTURE
BY OTHERS
#10 SMS OR
SELF DRILLING
SCREW
EXTERIOR II II II II INTERIOR
3/4" MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTURE 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
TILL TO BE SET IN
% BED OF
1PPROVED SEALANT
3/4" MI
EDGE DUST/
I
#10 SMS OR
SELF DRILLING
SCREWS
METAL
STRUCTURE
BY OTHERS
REVISIONS
DESCRIPTION DATE APPROVED
ADDED FLANGE AND FIN INSTALLATIONS 12/10/13 R.L.
REVISED INSTALLATION DETAILS 07/30/15 R.L.
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
MI WINDOWS AND DOORS LLC
1900 LAKESIDE PARKWAY
FLOWER MOUND, TX 75028
SERIES 420 SGD
145 3/4" X 96' REINFORCED WITHOUT ADAPTER
FLANGE INSTALLATION DETAILS
DRAWN: DWG NO. RI
F.A. 08-02248
SCALE NTS IDATE 02/23/09 s"EET8 OF 10
SIGNED: 1012312015
BY OTHERS
OPTIONAL
1X BUCK
TO BE
PROPERLY
SECURED
SEE NOTE 3
SHEET 1
3/16" TAPCON
MASONRY/
CONCRETE
BY OTHERS
2 1/2" MIN.
EDGE DISTANCE
1 1/4" MIN.
EMBEDMENT
-----4�
1/4" MAX.
SHIM SPACE
3/16" TAPCON
1 1/4" MIN.
F1IM MAX.
L
SHIM SPACE
2 1/2"MIN.EDGEDISTANCE
a. o
3/16" TAPCON
EXTERIOR INTERIOR CONCRETE/MASONRY ❑
BY OTHERS
SILL TO BE SET IN
A BED OF APPROVED SEALANT
OPTIONAL 1X BUCK
TO BE PROPERLY
SECURED
SEE NOTE 3 SHEET 1
a .a
y, 1 1/4" MIN.
a' EMBEDMENT
e
VERTICAL CROSS SECTION
CONCRET&MASONRY INSTALLATION
2 1/2" MIN.
EDGE DISTANCE
REVISIONS
DESCRIPTION DATE APPROVED
ADDED FLANGE AND FIN INSTALLATIONS 12/10/13 R.L.
REVISED INSTALLATION DETAILS 07/30/15 R.L.
INTERIOR
JAMB INSTALLATION DETAIL
CONCRETEJMASONRY 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
EXTERIOR
SIGNED: 1012312015
LLC
MI WI9oo0LAKEWS SIoD
1R1110 1
PDOO�RS
FLOWER MOUND, TX 75028
````J\S //'
SERIES 420 SGD
*• 0 Fly
145 3/4" X 96" REINFORCED WITHOUT ADAPTER
FLANGE INSTALLATION DETAILS
E `
��D TAT OF
,
%�'�FS'�COR10P`G���:
DRAWN:
DWG NO.
REV
08 50224E
B
S�O10;`\���
SCALE DATE
NTS 02/23/09 9 OF 10
WOOD FRAMING 1/4" MAX
BY OTHERS I SHIM SPACE
INTERIOR
1 1/4"
MIN.
EMBEDMENT
-F-- U�� PD a
APPROVED
SEALANT
BEHIND FIN;7] Ll
#8 WOOD 7/16" MIN EXTERIOR
SCREW
EDGE DISTANCE
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
APPROVED
SEALANT
BEHIND FIN
#8 WOOD -
SCREW
7/16" MINs�
EDGE DISTANCE II II
EXTERIOR
1 1/4" MIN.
EMBEDMENT
/- WOOD
FRAMING
BY OTHERS INTERIOR TRIM
REVISIONS
DESCRIPTION DATE APPROVED
ADDED FLANGE AND FIN INSTALLATIONS 12/10/13 R.L.
REVISED INSTALLATION DETAILS 07/30/15 R.L.
1 5/8" MIN.
EDGE DIST.
TRIM
INTERIOR
MASONRY/CONCRETE
BY OTHERS
HOOK STRIP -�
4" MIN.
+.DMENT
1X BUCK BY OTHERS,
1X BUCK TO BE
PROPERLY SECURED
3/16"
EXTERIOR
HOOK STRIP INSTALLATION
MASONRY/CONCRETE
1/2" MIN.
EDGE DISTANCE METAL STRUCTURE
BY OTHERS
TRIM
PANEL INTERLOCK
3/4" MIN.
EDGE DISTANCE
1/4" MAX.
1 3/8" MIN.
SHIM SPACE
EMBEDMENT
INTERIOR
f
HOOK STRIP
HOOK STRIP
#10 WOOD
SCREW
11
#10DRILLING
SCR
SCREW
PANEL
PANEL
EXTERIOR
INTERLOCK
INTERIOR
EXTERIOR
PANEL INTERLOCK
HOOK STRIP INSTALLATION
HOOK STRIP INSTALLATION
2X BUCKANOOD FRAMING
METAL STRUCTURE
11 11 11 11
SIGNED: 1012312015
VERTICAL CROSS SECTION
MI WINDOWS AND DOORS LLC
\��\R ItCrrr�,,�
WOORSILLINSTAOD FRAMING �LAONR 2X 3EESHEElS4/9.N
1900 LAKESIDE
FLOWER MOUND, TXR75028 KWAY
\4\6EN *'9�+�-�+
NOTES:
SERIES 420 SGD
*• p i51
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
145 3/4" X 96" REINFORCED WITHOUT ADAPTER
NOT SHOWN FOR CLARITY.
PERIMETER AND JOINT SEALANT BYOTHERS TO BE
FIN AND HOOK INSTALLATION DETAILS
AT OF2.
DESIGNED IN ACCORDANCE WITHASTME2112
DRAWN: DWG NO. REV
NIIIIM�\
08502248 BNA
GALE DATE
NTS 02/23/09 10 OF 10