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FL# FL15332-R3
Application Type Revision
Code Version 2014
Application Status Approved
• Comments
Archived
Product Manufacturer MI Windows and Doors
Address/Phone/Email 650 West Market Street
Gratz, PA 17030
(717) 365-3300 Ext 2560
bsitlinger@miwd.com
Authorized Signature Brent Sitlinger
bsitlinger@miwd.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sliding Exterior Door Assemblies
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 developed Luis Roberto Lomas
the Evaluation Report
Florida License PE-62514
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2017
Validated By Steven M. Urich, PE
• Validation Checklist- Hardcopy Received
Certificate of Independence FL15332 R3 COI FLCOI.Ddf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440 2008
Equivalence of Product Standards
Certified By
Sections from the Code �" G
�i 3
Product Approval Method Method 1 Option D
https://www.floridabuilding.org/pr/pr_app o.aspx?param=wGEVXQwtDgtH8572gvdWldku3BmvbCOTJFh%2faEitmE4iG2JPrlRxMw%3d°/a3d 1/3
V1812017 Florida Building Code Online
Date Submitted 10/29/2015
Date Validated 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 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON-
REINFORCED
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15332 R3 II 08-00500D.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 510807C.Ddf
PRESSURE RATINGS Created by Independent Third Party: Yes
15332.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80" NON-
REINFORCED
• Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15332 R3 II 08-00498D.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 510805C.Ddf
PRESSURE RATINGS Created by Independent Third Party: Yes
15332.3 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OXO 145-3/4"x96"
REINFORCED
---- - - ---------------------------------------------
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15332 R3 II 08-02248B.Dddf
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 512968B.Ddf
PRESSURE RATINGS Created by Independent Third Party: Yes
---- -- --- -----------..----------
15332.4- SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX
REINFORCED 96"x96"
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15332 R3 II 08-02249B.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 512969B.odf
PRESSURE RATINGS Created by Independent Third Party: Yes
15332.5 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96"
REINFORCED
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15332 R3 II 08-02250B.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 512970B.Ddf
PRESSURE RATINGS Created by Independent Third Party: Yes
15332.6 SERIES 420 REINFORCED ALUMINUM 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.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 510806C.Ddf
PRESSURE RATINGS Created by Independent Third Party: Yes
15332.7 SERIES 420 REINFORCED ALUMINUM SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96"
SGD
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15332 R3 II 08-00501D.pddf
Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514
https:/Avww.floridabuildi ng.org/pr/pr_app_c tl.aspx?param=wGEVXQwtDgtH 8572gvdW idku3BmvbC OTJFh%2faEitm E4iG2JPrl RxMw%3d%3d 2/3
M18/2017: 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.Ddf
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 for use in HVHZ: No FL15332 R3 II 08-00502D.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 510809C.(�df
PRESSURE RATINGS Created by Independent Third Party: Yes
-------- ---------------------- — —
15332.9 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 FL15332 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.Ddf
PRESSURE RATINGS Created by Independent Third Party: Yes
H:+rk 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
455,F.S.,please click here.
Product Approval Accepts:
9050FE 0
Credit Card
Safe
https:Uwww.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgtH8572gvdWIdku3BmvbCOTJFh%2faEitmE4iG2JPrlRxMw°/`3d%3d 3/3
i
REVISIONS
REV DESCRIPTION DATE APPROVED
A ADDED FLANGE AND FIN INSTALLATIONS 12/10/13 R.L.
B REVISED INSTALLATION DETAILS 07/30/15 R.L.
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
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS 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
SIGNED: 1012312015
MI WI9 OOLAKESIDARKWWS D PDOORS LLC `\\`J\5\1R I1�0(,///,/
FLOWER MOUND, TX 75028 `v,•��6EN8 'S y
TABLE OF CONTENTS SERIES 420 SGD =*• 0�&�25
145 3/4" X 96' REINFORCED WITHOUT ADAPTER
SHEET NO. DESCRIPTION NOTES —� Zr�
;� , TAT OF
—'
i NOTES DRAWN DWG NO. REV �i�'�FS; cZORM
2 - 3 ELEVATIONS F.A.`� DATE O8-02E248 B // 0NAl1E?����
4 — 10 INSTALLATION DETAILS NTS 02/23 09 1 OF 10
REVISIONS
REV' DESCRIPTION j DATE APPROVED
A ADDED FLANGE AND FIN INSTALLATIONS 12/10/13 R.L.
8 REVISED INSTALLATION DETAILS 07/30/15 R.L.
145 3/4" MAX FRAME WIDTH
CHART#1
WHERE WATER INFILTRATION RESISTANCE IS REQUIRED.
(2) ANCHORS PER LOCATION SEE NOTE 9 SHEET 1
SEE CHART #3 FOR Design pressure chart(p4
NUMBER OF LOCATIONS
REQUIRED 17 Frame Single Panel and Total Frame Width(in)
6" MAX -{ MAX 6" MAX 30.0 36.0 42.0 48.6
O.C. I Height 90.00 108.00 126.00 145.75
(in) Pas I Neg Pas Neg Pas Neg Pas Neg
6" MAX 84.0 40.0 58.9 40.0 51.3 40.0 46.1 40.0 A42.0/ 88.0 40.0 55.7 40.0 48.4 40.0 43.3 39.4 92.0 40.0 52.8 40.0 45.8 40.0 40.9 37.1 96.0 40.0 50.2 40.0 43.4 38.7 387 35.0
17" MAX l l / CHART#2
O.C. O V O WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED.
/� SEE NOTE 9 SHEET 1
96" T- Design pressure chart(psi
MAX <= Single Panel and Total Frame Width(in)
FRAME Frame
HEIGHT Height 30.0 36.0 42.0 48.6
90.00 108.00 126.00 145.75
(in) pas 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 50.2 50.2 43.4 43.4 38.7 38.7 35.0 35.0
6" MAX CHART#3
Number of anchor locations required
Frame Single Panel and Total Frame Width(in)
SERIES 420 SGD Height 30.0 36.0 42.0 48.6
EXTERIOR VIEW (in) 90.0 108.0 1 126.0 145.8
H&S I Jamb H&S Jamb H&S Jamb H&S Jamb
DESIGN PRESSURE RATING IMPACT RATING 84.0 6 6 7 6 8 6 9 6
88.0 6 6 7 6 8 6 9 6
±35.OPSF NONE 92.0 6 6 7 6 8 6 9 6
96.0 6 6 7 6 8 6 9 6
SEE CHARTS#1 AND#2 FOR OTHER UNITS RATINGS
SIGNED: 10/23/2015
MI WINDOWS AND DOORS LLC1900 LAKESIDE
FLOWER MOUND, TXR75028 E11'.
F
SERIES 420 SGD *• 0 61251
145 3/4" X 96" REINFORCED WITHOUT ADAPTER ' S t�ELEVATION oO,• TAT OF•�`
D)AWN. DWG NO. REV
F'AAE NTS DATE 02/23/09 OSS022260F 10 6
REVISIONS
REV DESCRIPTION DATE APPROVED
A ADDED FLANGE AND FIN INSTALLATIONS 12/10/13 R.L.
145 3/4" MAX FRAME WIDTH
B REVISED INSTALLATION DETAILS 07/30/15 R.L.
(1) ANCHOR PER LOCATION
AT HEAD & JAMBS
SEE CHART #4 FOR
NUMBER OF LOCATIONS
REQUIRED 17"
6" MAX MAX 6" MAX
O.C. CHART#4
Number of anchor locations required
6" MAX Frame Single Panel and Total Unit Width(in)
Height 30.0 36.0 1 42.0 48.6
(in) 90.0 108.0 1 126.0 145.8
H6S Jamb H&S Jamb H&S Jamb H&S Jamb
84.0 8 6 8 6 9 6 9 6
17" MAX 8&0 8 6 8 6 8 6 9 6
O.C. O V O 92.0 7 6 8 6 8 6 9 6
/� 96.0 7 6 8 6 8 6 9 6
96" -. =
MAX <�
FRAME
HEIGHT
6" MAX
SERIES 420 SGD
EXTERIOR VIEW
DESIGN PRESSURE RA77AIG IMPACTRATING (2) ANCHORS PER LOCATION
AT SILL
t40.OPSF NONE SEE CHART #4 FOR
NUMBER OF LOCATIONS
REQUIRED
SEE CHARTS#1 AND#2 FOR OTHER UNITS RATINGS
SIGNED: 1012312015
MI WINDOWS AND DOORS LLC \����111111r/����
1900 LAKESIDE PARKWAY \���J�S R 1- If9�i�
FLOWER MOUND, TX 75028 `�,••��GEN,9 cP
SERIES 420 SGD �*• 0�1 -.
145 3 4" X 96" REINFORCED WITHOUT ADAPTER — 0
/ + k�
ELEVATION ; ST 'A'`
DRAWN: DWG No REv �"-";P;:c�OR1�Q:C''t'`��
FAAE NTS °"'E 02/23/09 OS 5022380E 10 B /�17S,11NAItE?����
REVISIONS
1/2" MIN. REV DESCRIPTION DATE APPROVED
EDGE DISTANCE
A ADDED FLANGE AND FIN INSTALLATIONS 12/10/13 R.L.
B REVISED INSTALLATION DETAILS 07/30/15 R.L.
WOOD FRAMING 1 E8 MIN.
OR 2X BUCK EMBBEDMENT
BY OTHERS +
1/4"
MAX.
SHIM
#10 WOOD SPACE 1 3/8" MIN. 1/4" MAX.
SCREW EMBEDMENT F SHIM SPACE
INTERIOR
T
1/2" MIN.
EDGE DISTANCE rt:jo
❑ ❑ ❑
EXTERIOR INTERIOR
SILL TO BE SET IN
#10 WOOD A BED OF APPROVED SEALANT
SCREW
EXTERIOR
#10 WOOD
WOOD FRAMING SCREW
OR 2X BUCK WOOD FRAMING
BY OTHERS OR 2X BUCK JAMB INSTALLATION DETAIL
1 1 11( BY OTHERS WOOD FRAMING OR 2X BUCK INSTALLATION
1 3/8" MIN.
EMBEDMENT
1/2" MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED:1012312015
MI WINDOWS AND DOORS LLC
1900 LAKESIDE PARKWAY `��`J\g+ R' LD'�1,9�i�
FLOWER MOUND, TX 75028 `��,••��GEN�q-•'p`�
NOTES: SERIES 420 SGD =*• 0 *-
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 145 3/4" X 96" REINFORCED WITHOUT ADAPTER �� ��
NOT SHOWN FOR CLARITY FRAME INSTALLATION DETAILS ;�, TAT OF tL�
DESIGNED/N ACCORDANCE WITH AS7M E22.PERIMETER AND JOINT SEALANT BY OTHERS TO BE DRAWN: DWG NO. REV �i��'�►s;l OR\0�;�����
SCALE DATE O8 SO E248 B A,.,�;\\���
NTS 02/23/09 4 OF 10
REVISIONS
3/4" MIN. REV DESCRIPTION DATE APPROVED
EDGE DISTANCE A ADDED FLANGE AND FIN INSTALLATIONS 12/10/13 R.L.
METAL 1/4" MAX. 8 REVISED INSTALLATION DETAILS 07/30/15 R.L.
STRUCTURE SHIM SPACE
BY OTHERS
1/4" MAX.
SHIM SPACE
#10 SMS OR INTERIOR
SELF DRILLING T
SCREW
3/4" MIN.
EDGE DISTANCE a
E
El
❑
EXTERIOR INTERIOR
#10 SMS OR
SILL TO BE SET IN SELF DRILLING
A BED OF SCREWS
#10 SMS OR APPROVED SEALANT EXTERIOR
SELF DRILLING METAL
SCREW STRUCTURE
BY OTHERS
METAL
STRUCTURE
BY OTHERS JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
3/4" MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
SIGNED: 1012312015
MI WI OOOLAKESID WS D PDOO AY LLC ```\J`SUR.t 0,z
FLOWER MOUND, TX 75028 `r••��GENq.f
NOTES: SERIES 420 SGID ?*• 00J��i�`6 *=
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 145 3/4" X 96" REINFORCED WITHOUT ADAPTER 'T ��
NOT SHOWN FOR CLARITY FRAME INSTALLATION DETAILS ��D• AT OF tv�
DESIGNED/N A2.PERIMETER aCORDINT SEALANT BY ANCE WITH ASTM E2E OTHERS TO BE DRAWN: DWC NO. REV i�Os QR10';
SCALE NTS DATE 02/23/09 OBI SHHEEr580F 10
REVISIONS
2 1/2" MIN. REV DESCRIPTION DATE APPROVED
EDGE DISTANCE A ADDED FLANGE AND FIN INSTALLATIONS 12/10/13 R.L.
B REVISED INSTALLATION DETAILS 07/30/15 R.L.
4 a a
a 1 1/4" MIN.
` , 'a. •a EMBEDMENT 1 1/4" MIN.
CONCRETE/MASONRY I EMBEDMENT
BY OTHERS 1/4" MAX.
SHIM SPACE
OPTIONAL
1X BUCK o 1/4" MAX.
TO BE 2 1/2" v
SHIM SPACE INTERIOR
PROPERLY 1 MIN. e°
SECURED EDGE
SEE NOTE 3 DISTANCE
SHEET 1
3/16" TAPCON
3/16" TAPCON
CONCRETE/MASONRY �
BY OTHERS °
EXTERIOR INTERIOR
:a
EXTERIOR
SILL TO BE SET IN a °
A BED OF APPROVED SEALANT
3/16" TAPCON °
MASONRY/ • JAMB INSTALLATION DETAIL
CONCRETE OPTIONAL IX BUCK
CONCRETE(MASONRY INSTALLATION
BY OTHERS TO BE PROPERLY
SECURED
a a • SEE NOTE 3 SHEET 1
NOTES:
' - y 1 1/4" MIN. 1.INTERIOR AND EXTERIOR FINISHES,BYOTHERS,
a` EMBEDMENT NOT SHOWN FOR CLARITY.
e 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
4 DESIGNED IN ACCORDANCE WITH ASTM E2112
2 1/2" MIN.
EDGE DISTANCE SIGNED: 1012312015
VERTICAL CROSS SECTION
CONCRETEiMASONRYINSTALLAT/ON MI WI OOOLAKESIDARKWS D PDOONR Y LLC ����\V% Vt.ILo'z
FLOWER MOUND, TX 79028 `��,••��GENs.7,p
SERIES 420 SGID *• ,1 o *-
145 3/4" X 96" REINFORCED WITHOUT ADAPTER
FRAME INSTALLATION DETAILS ��D, TAT OF ty�
DRAWN: Dwc NO. REV �i��►S'c[pR10�'
SCALE NTS DATE 02/23/09 08 SHE 680F 10 B NAl1�*\\,"
1/2" MIN. REVISIONS
EDGE DISTANCE REV DESCRIPTION DATE APPROVED
WOOD FRAMING OR 2X BUCK 1 3/8" MIN. A ADDED FLANGE AND FIN INSTALLATIONS 12/10/13 R.L.
BY OTHERS EMBEDMENT 8 REVISED INSTALLATION DETAILS 07/30/15 R.L.
1/4" MAX.
SHIM SPACE 1 3/8" MIN.
EMBEDMENT
1/4" MAX.
SHIM SPACE
#10 WOOD INTERIOR
SCREWS
1/2" MIN.
EDGE DISTANCE
EXTERIOR INTERIOR ® El
El
El.
#10 WOOD
SILL TO BE SET IN SCREWS
A BED OF APPROVED SEALANT
#10 WOOD EXTERIOR
SCREW
WOOD FRAMING
OR 2X BUCK
BY OTHERS JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
1 3/8" MIN.
EMBEDMENT
1/2" MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
SIGNED: 1012312015
MI WINDOWS OOLAKESID D PARKWAY
LLC `\\\J\5 tR I►CIo��//i/'
FLOWER MOUND, TX 75028 `�••��GENs�;9d+��
NOTES: SERIES 420 SGD IATAT
(01.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 145 3/4" X 96" REINFORCED WITHOUT ADAPTER . 'ZNOT SHOWN FORCLARl7Y. FLANGE INSTALLATION DETAILS • OF yty`
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE DRAWN: DWG NO. REV �'�F•'c[OR10�:•\`\�
DESIGNED IN ACCORDANCE WITH ASTM E2112 / S G
DB SOE�4$ B // 0NAltE�
SCALE DATE
NTS 02/23/09 7 OF 10
Ar
REVISIONS
REV DESCRIPTION DATE APPROVED
3/4" MIN. A ADDED FLANGE AND FIN INSTALLATIONS 12/10/13 R.L.
EDGE DISTANCE
METAL 1/4" MAX. 8 REVISED INSTALLATION DETAILS 07/30/15 R.L.
STRUCTURE SHIM SPACE
BY OTHERS
1/4" MAX.
SHIM SPACE
#10 SMS OR INTERIOR
SELF DRILLING
SCREW
3/4" MIN.
EDGE DISTANCE
EXTERIOR INTERIOR I ® ❑ ❑ ❑
#10
SILL TO BE SET IN SMS OR
ELF
A BED OF SELF DRILLING
SCREWS
#10 SMS OR APPROVED SEALANT EXTERIOR
SELF DRILLING METAL
SCREW STRUCTURE
BY OTHERS
METAL
STRUCTURE
BY OTHERS JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
3/4" MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
SIGNED:1012312015
MI WI900
OLAKE5IDD PARK AND LLC ```,\y it.�Lo4ji"��
FLOWER MOUND, TX 75028 \r••��GENS�,giP
SERIES 420 SGD *• �K0� *-
NOTES: 145 3/4" X 96' REINFORCED WITHOUT ADAPTER _Q��j/,t �'
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
NOT SHOWN FOR CLARITY. FLANGE INSTALLATION DETAILS ADC•• TAT F6 OF �
2.PERIMETER AND JOINTSEALANTBY OTHERS TOBE DRAWN: DWG NO. REV '�[oitkov
DESIGNED IN ACCORDANCE WITH ASTM E2112 _ S• G
SCALE NTS DATE 02/23 09 08 SHEET OF 10 B ��4Sj�NA1.1��\���
REVISIONS
2 1/2" MIN. REV DESCRIPTION DATE APPROVED
EDGE DISTANCE A ADDED FLANGE AND FIN INSTALLATIONS 12/10/13 R.L.
B REVISED INSTALLATION DETAILS 07/30/15 R.L.
d
1 1/4" MIN.
'a EMBEDMENT
1 1/4" MIN.
CONCRETE/ • ° n MASONRY _ i EMBEDMENT
BY OTHERS 1/4" MAX.
SHIM SPACE
OPTIONAL 1/4" MAX.
ix BUCK TO BE r SHIM SPACE INTERIOR
c
PROPERLY 2 1/2" °
SECURED MIN.
SEE NOTE 3 EDGE
SHEET 1 DISTANCE a
3/16" TAPCON ® ❑ El
El
a °.
3/16" TAPCON
EXTERIOR INTERIOR CONCRETE/MASONRY ° ❑
BY OTHERS a
EXTERIOR
SILL TO BE SET IN
A BED OF APPROVED SEALANT
3/16" TAPCON °
MASONRY/ OPTIONAL 1 x BUCK JAMB INSTALLATION DETAIL
CONCRETE TO BE PROPERLY CONCRETE/MASONRY/NSTALLATION
BY OTHERS SECURED
SEE NOTE 3 SHEET 1
a G ° T
< NOTES:
A. 1 1/4" MIN. 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
EMBEDMENT NOT SHOWN FOR CLARITY.
° e • 1 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
n DESIGNED IN ACCORDANCE WITH ASTM E2112
2 1/2" MIN.
EDGE DISTANCE SIGNED: 1012312015
VERTICAL CROSS SECTION
CONCRETFJMASONRY/NSTALLATION MI
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SERIES 420 SGD =*•QATP�OF 'Ar=
145 3/4" X 96" REINFORCED WITHOUT ADAPTER �
FLANGE INSTALLATION DETAILS ;p y=
DRAWN: DWG NO. R %�n�'nz R10P G���:
SCALE NTS ogre 02/23/09 08 SHEET
2980F 10 B �iBjONAl1E�����
REVISIONS
WOOD FRAMING 1/4" MAX
BY OTHERS �` SHIM SPACE REV DESCRIPION ogre ArRRovEo
INTERIOR A ADDED FLANGE AND FIN INSTALLATIONS 12/10/13 R.L.
8 REVISED INSTALLATION DETAILS 07/30/15 R.L.
® El L ❑ 1 5/8" MIN.
1 1/4" EDGE DIST.
MIN.
EMBEDMENT TRIM
1 1/4" MIN.
T- INTERIOR EMBEDMENT
APPROVED MASONRY/CONCRETE
SEALANT BY OTHERS
BEHIND FIN
-� 1X BUCK BY OTHERS,
#8 WOOD 7/16" MIN EXTERIOR HOOK STRIP 1X BUCK TO BE
SCREW PROPERLY SECURED
EDGE DISTANCE 3/16"
JAMB INSTALLATION DETAIL TAPCON
WOOD FRAMING OR 2X BUCK INSTALLATION EXTERIOR
PANEL INTERLOCK
HOOK STRIP INSTALLATION
APPROVED MASONRY/CONCRETE
SEALANT 1/2" MIN.
BEHIND FIN 1 1/4" MIN. EDGE DISTANCE 3/4" MIN.
EMBEDMENT METAL STRUCTURE EDGE DISTANCE
#8 WOOD WOOD BY OTHERS
SCREW FRAMING TRIM
BY OTHERS INTERIOR TRIM
1/4" MAX. 1 3/8" MIN.
SHIM SPACE EMBEDMENT INTERIOR
7/16° MIN
EDGE DISTANCE
HOOK STRIP HOOK STRIP
ElS#10CR WOOD ❑ SCREW
DRILLING
SCREW
PANEL
EXTERIOR INTERLOCK
INTERIOR EXTERIOR PANEL INTERLOCK
EXTERIOR HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION
METAL STRUCTURE
2X BUCKANOOD FRAMING
SIGNED: 1012312015
VERTICAL
WOOD FRAMING ORYOSS SECTION BUCKINSTALLATION M WINDOWS 90LAKESIDE
AKLOWER S DE PARKWAY DOORS TX oiaLLC �\,J\5�v E Ls'�'a+';
FOR SILL INSTALLATION SEE SHEETS 4-9.
NOTES: SERIES 420 SGD =*• 0 51
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 145 3/4" X 96" REINFORCED WITHOUT ADAPTER
NOT SHOWN FOR CLARITY. FIN AND HOOK INSTALLATION DETAILS r b`TAT OF �—
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE `
DESIGNED IN ACCORDANCE WITH ASTM E2112 [SCA,
RAWN: DWG N0. RFV �� •'c[pRtOP;•
.A. 08-02248 8 ///SS• '•NAL l�G\��
r NTS DATE 02/23/09 S"EET 10 OF 1 0 /V0�0111110 \\\