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Product Approval Menu > Product or Application Search > Aoolication List > Application Detail 9410 Pineba rk Crt, Ft Pierce
FL # FL15349-R8
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 J
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 I Brent Sitlinger
bsitlinger@miwd.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Fixed
Compliance Method I Certification Mark or Listing
Certification Agency American Architectural Manufacturers Association
Validated By Steven M. Urich, PE
t,il Validation Checklist - Hardcopy Received
Referenced Standard and Year (of Standard) Standard Year
I AAMA 506 2008
AAMA/WDMA/CSA 101/I.S. 2/A440 2008
Equivalence of Product
Certified By
Product Approval Method
Date Submitted I
Date Validated
Date Pending FBC Approval
Date Approved
https://www.floridabuilding.org/pr/pr app U.aspi?param
AQ
Method 1 Option A�/U/Ov
11/18/2016
11/18/2016 j ile Copy
12/01/2016 y
IWlanDWDAgM3Z07v%2fjz55PiLs%2fQnO2 E8x 163d%3d 1 1/3
4/18/2017 Florida Building Code Online
Summary of Products l
FL #
Model, Number or qame
Description
1�Sy
185 PW
73 x 72 Insulated Glass
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL15349 R8 C CAC APC 12786.odf
Approved for use outside HVHZ: Yes
FL15349 R8 C CAC APC 12787.odf
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.Odf
Verified By: Luis R. Lomas, PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FLIS349 R8 AE 513124B.odf
Created by Independent Third Party: Yes
15349.2
185 PW I
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.odf
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
FLIS349 R8 AE 513783.odf
Created by Independent Third Party: Yes
15349.3
185 PW Impact
72 x 72 Insulated Laminated Glass
Limits of Use I
Certification Agency Certificate
Approved for use in HVHZ: No
FLIS349 R8 C CAC APC 15454.odf
Approved for use outside HVHZ: es
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
06/25/2021
Design Pressure: +55/-55
Installation Instructions
Other: FW-LC55, Missile Level D, Ind Zone 3. Glass
FL15349 R8 II 08-02948.odf
consisted of 5/32" tempered exteriyr - 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 ith 5/8" glass bite.
Evaluation Reports
FL15349 R8 AE 513782.1)df
Created by Independent Third Party: Yes
15349.4
185 PW �mpact
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.odf
Approved for use outside HV Z: Yes
FL15349 R8 C CAC APC 8273.odf
Impact Resistant: Yes I
Quality Assurance Contract Expiration Date
Design Pressure: +55/-55
O1/24/2021
Other: FW-R55, Missile Level D, Wind Zone 3. Glass
Installation Instructions
consisted of 1/8" annealed exteior - spacer - 3/32" annealed
FL15349 R8 II 08-01614B.odf
/ 0.090 Solutia PVB / 3/32" annealed. Glass was bedded in
Verified By: Luis Roberto Lomas 62514
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
i
15349.5
1851PW Impact
96 x 60 Insulated Laminated Glass
Limits of Use I
Certification Agency Certificate
Approved for use in HVHZ] No
FLIS349 R8 C CAC APC 7962.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes 1
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 896siliconewith 5/8" glass bite.
Evaluation Reports
FL15349 R8 AE 512277B.l)df
Created by Independent Third Party: Yes
15349.6
�85 PW Impact
73 x 61 Insulated Laminated Glass
Limits of Use I
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: Yesl
10/28/2017
Design Pressure: +55/-55
Installation Instructions
https://www.floridabuilding.org/pr/pr app dtl.aspx?pi ram=wGEVXQwtDgtH8572gvdWlanDWDAgM3Z07v%2Fjz55PiLs%2fQnO2HE8xPA%3d%3d 213
1
4/18/2017 Florida Building Code Online
Other: FW-LC55, Missile Level D, Wind Zone 3. Glass FL15349 R8 II 08-02947,Ddf
consisted of 1/8" annealed exterior - spacer 11/8" annealed / Verified By: Luis Roberto Lomas 62514
0.090 PVB / 1/8" annealed. Glass was bedden Pecora 896 Created by Independent Third Party: Yes
silicone with 5/8" glass bite. Evaluation Reports
FL15349 R8 AE 513781.odf
Created by Independent Third Party: Yes
Contact Us ::
The State of Florida is an AA/EEO employer. Copy
Under Florida law, email addresses are public records. If
mall to this entity. Instead, contact the office by ph
455.275(1), Florida Statutes, effective October 1, 2012,
one. The emalls provided may be used for official co
personal address, please provide the Department with a
Back Next
l01 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
iht 2007-2013 State of Florida, :: Privacy Statement :: Accessibility Statement :: Refund Statement
Du do not want your e-mail address released in response to a public -records request, do not send electronic
ie or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section
censees licensed under Chapter 455, F.S. must provide the Department with an email address if they have
munication with the licensee. However email addresses are public record. If you do not wish to supply a
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:
74® e09 M
Credit Card
Safe
https://www.floridabuilding.org/pr/pr_app dU.aspx7param=WGEVXQwtDgtH8572gvdWlanDWDAgM3Z07v%2fjz55PiLs%2fQnO2HE8xPA%3d%3d 3/3
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. 1 X 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.
B. 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.
1D. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11. FRAME MATERIAL, EXTRUDED ALUMINUM 6063-T5.
12. UNITS MUST BE GLAZED PER ASTM E1300-04/09.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE
DEBRIS REGIONS.
14. FOR ANCHORING THROUGH FIN 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.
REVMON5
OFSCR"ON DATE APPROVED
REVISED INSTALLATION DETAILS 06/01/15 R.L.
REVISED NAME AND ADDRESS 10/27/16 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-GRAVIIY_OF G=0.42
B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH7OF-2;000-PSL'
C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM..—
D. METAL STRUCTURE: STEEL 18GA (.0487 FY=33KSI/FU=52KSI OR
ALUMINUM 6063-T5 FU=30KSI .048" THICK MINIMUM
20. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS
SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN
IN SHEET 2.
TABLE OF CONTENTS
NO. DESCRIPTION
1 NOTES
2 - 3 ELEVATIONS, CHARTS AND GLAZING DETAILS
4 - 12 INSTALLATION DETAILS
SIGNED: 1111512016
MI WIND LLC
S 1f ITL"ow
oww. MaDKEr00RS,
````J
GRATZ, PA 17030
` v,•�\DENSE •d1
*• 0y6�6
SERIES 185 ALUMINUM FIXED WINDOW
73" X 72" NON —IMPACT
�y
NOTES
to
�� TAT E OF
• ��
iz'PF►s'��pR1�P
DRAwrt
Dwc NO.
REV
08
B
Luis R. Lomas P.E.
FL No.: 62514
S17
� NEET OF 12
srNTS " 09/03/14
L ROBERTO LOADS RE
1432 WOODFORD RD LEWISVILLE. NC 270M
434-096-0609 Womas@Momaspe.mm
72 1/2" MAX FRAME WIDTH
6" MAX 18" MAX O.C. 6" MAX
L
18" j
MAX O.C.
I
71 1/2"
MAX
FRAME
HEIGHT j
REFER TO CHARTS SERIES 185ALUMINUMFIXED WINDOW
#1 & #2 EXTERIOR VIEW
FOR NUMBER OF
ANCHORS REQUIRED
72 1/2" MAX FRAME WIDTH
6" MAX 18" MAX O.C.
6" MAX
F 6"
00
' L
71 1/2" 18"
_MAX MAX O.C.
HEIGHT T_
j j
REFER TO CHARTS SERIES 185 ALUMINUM FIXED DESIGNER WINDOW
#1 & #2 EXTERIOR VIEW
FOR NUMBER OF
ANCHORS REQUIRED
DESIGN PRESSURE RATING IMPACT RATING
t60.0PSF NONE
NOTES:
1. MAXfMUM D.LO.: 69 3(4"X 68 314"
REVISIONS
DFSa0P1I0N
REVISED INSTALLATION DETAILS
REVISED NAME AND ADDRESS
r.HART &I
DATE I APPROVED
06/01/15 R.L
10/27/16 R.L
Numberofancharsrequited (Without rigid fillers)
Frame
Frame width (In
Haight
24.00
1 30.00
3&00
1 4200
48.00
VAO
60.00
1 66.00
72.50
on)
H65
ambj
HAS
Jamb
H&S
PambI
H&S
Jamb
H&S
Jamb
H&S
Jamb
H&S
Jamb
H&S
Wmb
HAS
Jamb
24.00
2
2
2
2
3
2
3
2
3
2
4
2
4
2
4
1 2
5
2
30.00
2
2
2
2
3
2
3
2
3
2
4
2
4
2
4
2
5
2
36.00
2
3
2
3
3
3
3
3
3
3
4
3
4
3
5
3
5
3
4200
2
3
2
3
3
3
3
3
3
3
4
3
5
3
5
3
6
3
4&00
2
3
2
3
3
3
3
3
3
3
4
3
5
3
6
3
6
3
5400
2
4
2
4
3
4
3
4
3
4
4
4
5
4
6
4
7
4
60.00
2
4
2
4
3
4
3
5
3
5
4
5
5
5
6
5
7
5
6&00
2
4
2
4
3
5
3
5
3
6
4
6
5
6
8
fi
7
6
7L5D
2
5
2
5
3
5
3
6
3
6
4
7
5
7
6
7
7
7
Number ofanchors required (with rigid filters)—.
Frame
Frame width (in)
Height
24.00
30.00
36.00
42.00
1 4&00
150.00
60.00
6&00
7750
(in)
H&S
amb
Has
jJamb
Has
IJ2mh
H&S
Jambj
H&S
JpJamb
H&S
Jamb
H&S
PambI
H&S
Jambi
H&S
Jamb
24.00
2
1 2
2
2
3
1 2
3
2
3
1 2
4
2
4
2
1 4
2
5
2
30.00
2
2
2
2
3
1 2
3
2
3
2
4
2
4
2
1 4
2
5
2
3&00
2
3
2
3
3
3
3
3
3
3
4
3
4
3
1 4
3
5
3
4200
2
3
2
3
3
3
3
3
3
3
4
3
4
3
4
3
5
3
46.00
.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
MOO
2
4
2
4
3
4
1 3
4
3
4
4
4
4
4
4
4
5
4
71.50
1 2
15
2
5
3
5
F3
5
3
5
4
5
4
5
4
5
5
5
SEE SHEETS 4-7 FOR INSTALLATION DETAILS
MI WINDOWS AND DOORS, LLC
650 W. MARKET ST.
GRATZ. PA 17030
SERIES 185 ALUMINUM FIXED WINDOW
73" X 72" NON -IMPACT
FLANGE & FINLESS ELEVATION & CHARTS
ORAWtt Disc No.
J.L 08-02357
5c14E NTS JDATE 09/03/14 ISHM72 OF 12
L ROBERTO LOUAS P.E.
1432 WOODFORD RD LEWISVILLE. NO27023
434-MO-0609 Nomas@Glamaspe.mm
SIGNED. 1111512016
1111,
\o' (.EIVl0�9���i
o = STAT 6e'0
0R0P• A'4
����Ajrjs�ONA IU 'G\``
Luis R. Lomas P.E.
FL No.: 62514
71
I
Fl
HE
6" MAX
72 1/2- MAX FRAME WIDTH
—j- 18" MAX O.C. -{
18"
j
MAX O.C.
1/2"
LAX
GHT
GH I
j
- 6" MAX
REFER TO CHART 3 -SERIES 185ALUMINUMFIXED WINDOW
FOR NUMBER OF EXTERIOR VIEW
ANCHORS REQUIRED
72 1/2" MAX FRAME WIDTH _�t 6" MAX �f----i- 18" MAX O.C. 6" MAX
II00
L
18"
MAX O.C.
71 1/2"
MAX
FRAME
HEIGHT
I 11
REFER TO CHART #3 —
FOR NUMBER OF SERIES 185ALUMINUM FIXED DESIGNER WINDOW
ANCHORS REQUIRED EXTERIOR VIEW
DESIGN PRESSURE RATING IMPACT RATING
t60.0PSF NONE
NOTES:
1. MAXIMUM D.LO.: 69 3/4'X 68 3/4'
f0 mon
DESCRFnON
REVISED INSTALLATION DETAILS
REMSED NAME AND ADDRESS
CHART N3
DATE APPROVED
06/01/15 R.L
10/27/16 ILL.
Number ofanchors required (fin inslalladon)
Frame
Frame width (in)
"Height-
—240D_,
30.00
36.00
4200
48.00
50.00
60.Q0
66.00
7260
(in)
HAS
amb
Hd5
amb
HBS
amb
H&S
am6
JMS
Lamb
H65
Jamb
N85
Jambl
H65
Jamb
N65
Jamb
24.00
3
1 3
1 3
3
3
3
4
3
4
3
4
2—
—5—
—3-1-5
3
6
3
30.00
3
1 3 1
3
3
3
3
4
3
4
3
4
3
5
3 1
5
3
fi
—3-
36.00
3
1 3
1 3
3
3
3
4
3
4
3
4
3
5
3
5
3
6
3
4200
3
4
3
4
3
4
4
4
4
4
4
4
5
4
5
4
6
4
48.00
3
4
3
4
3
4
4
4
4
4
4
4
5
4
5
4
6
4
0
3
4
3
4
3
4
4
4
4
4
4
4
5
4
5
4
6
4
0
3
5
3
5
3
5
4
5
4
5
4
5
5
5
5
5
6
5
0
]I.SO
3
5
3
5
3
5
4
5
4
5
4
5
5
5
5
5
6
5
3
6
3
6
3
6
4
SEE SHEET 8 FOR INSTALLATION DETAILS
MI WINDOWS AND DOORS, LLC
650 W. MARKET ST.
GRATZ, PA 17030
SERIES 185 ALUMINUM FIXED WINDOW
73" X 72" NON -IMPACT
FIN ELEVATION & CHART
DRAWIt DWD No.
J.L 08-02357
ICILE NTS — 09/03/14 1 SHEET OF 12
L ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLI; NC27023
434-688-0609 T00maS@IdamaSP0=ffl
SIGNED: 1111512016
*• 0 5 ••*=
O'E OF ;
�4�FS F�0R1QP G\t�`:
7s/QNA 1� 1�`�\\
Luis R. Lomas P.E.
FL No.: 62514
WOOD FRAMING
OR 2X BUCK
BY OTHERS
1/2" MIN.
EDGE DISTANCE
1 1/4" MIN. METAL
EMBEDMENT BYRUCTURE OTHERS
1 /4" MAX.
BACKER ROD SHIM SPACE BACKER ROD
& APPROVED & APPROVED
SEALANT SEALANT
#10 WOOD SCREW
EXTERIOR EXTERIOR
INTERIOR
#10 WOOD SCREW
RIGID -FILLER
BACKER ROD
& APPROVED
1/4' MAX.
SEALANT
SHIM SPACE
WOOD FRAMING
1 1/4" MIN.
OR 2X BUCK
EMBEDMENT
BY OTHERS
1/2" MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
1 1/4" MIN.
1/4" MAX.
EMBEDMENT
SHIM SPACE
F
T-
1/2" MIN.
EDGE DISTANCE
INTERIOR
#10 WOOD
SCREW
WOOD FRAMING
EXTERIOR
OR 2X BUCK
BY OTHERS
BACKER ROD
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
SEALANT
METAL-
STRUCTURE
BY OTHERS
3/4" MIN
EDGE DISTANCE
1/4- MAX.
SHIM SPACE
710 SMS OR
SELF DRILLING
SCREW
INTERIOR
#10 SMS OR
SELF DRILLING
SCREW
RIGID FILLER
1 /4" MAX.
d I l7
I��TIt 3/4' MIN
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
1/4" MAX.
SHIM SPACE
3/4" MIN.
EDGE DISTANCE
i
INTERIOR
#10 SMS OR
SELF DRILLING
SCREWS
EXTERIOR
METAL
STRUCTURE
BACKER ROD
BY OTHERS
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
REVISIONS
DESCRIPTION
REVISED INSTALLATION DETAILS
REVISED NAME AND ADDRESS
DATE I APPROVED
06/01/15 R.L.
10/27/16 R.L.
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS,
NOTSHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BYOTHERS TO BE
DESIGNED INACCORDANCE WITH ASTM E2112
SIGNED. 1111512016
MI WIND
MaDKET DOORS, LLC
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SCALE NTS DATE 09/03/14 SNELT 47 OF 12
L ROBERTO LOMAS P.E
f4= WOODFORD RD LEWISVILLE, IVC 27023
&W-666-0609 lAMwS@IAa p9cOM
2 1/2" MIN.
EDGE DISTANCE
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c •
.,. •d•
1 1/4" MIN.
SEE NOTES 3 — 7
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1
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INTERIOR
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& APPROVED
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HIM
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r
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•
1 1/4" MIN.
' °'
e'
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a
2 1/2" MIN.
EDGE DISTANCE
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CONCRETEIMASONRY INSTALLAT ION
REVISIONS
DESCRIPTION
REVISED INSTALLATION DETAILS
REVISED NAME AND ADDRESS
1 1/4" MIN.
EMBEDMENT
CONCRETE/MASONRY
BY OTHERS
1/4" MAX.
.
SHIM SPACE
OPTIONAL 1X BUCK
e
SEE NOTES 3 — 7
SHEET 1
3/16" TAPCON .
INTERIOR
2 1/2"
MIN.
EDGE
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'.
BACKER ROD
& APPROVED
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JAMB INSTALLATION
DETAIL
CONCRET EIMASONRY
INSTALLAT ION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETERAND JOINT SEALANT BY OTHERS TO BE
DESIGNED INACCORDANCE WITHASTM E2112
MI WINDOWS AND DOORS, LLC
650 W. MARKET ST.
GRATZ, PA 17030
SERIES 185 ALUMINUM FIXED WINDOW
73" X 72" NON —IMPACT
FINLESS INSTALLATION DETAILS WITHUT FILLERS
DRAWN: DWC N0. 1 R
J.L 08-02357
SCALE NTS JOATE 09/03/14 1SHEETS OF 12
L. ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVXLE, NO 27023
434666-0609 Aumas@womaspe.rnm
DATE I APPROVED
06/01/15 R.L.
10/27/16 R.L.
SIGNED: 1111512016
1 R! iL/D/'����
;� TAT OF ;Lug
O.
: ZORIOQ G�
Luis R. Lomas P.E.
FL No.: 62514
WOOD FRAMING
OR 2X BUCK
BY OTHERS
1/2' MIN.
EDGE DISTANCE
1 1/4" MIN. METAL
EMBEDMENT STRUCTURE
BY OTHERS
BACKER ROD
1/MAX
SHIM SPACE
BACKER ROD
& APPROVED
SEALANT
RIGID FILLER
& APPROVED
SEALANT
#10 WOOD SCREW
EXTERIOR
INTERIOR
EXTERIOR
#10 WOOD SCREW
RIGID-FILLER--__BACKER_ROD
BACKER ROD
_
& APPROVED
1/4^ MAX.
& APPROVED
SEALANT
SHIM SPACE
SEALANT
WOOD FRAMING
��
1 1/4" MIN.
METAL -
OR 2X BUCK
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WOOD FRAMING OR 2X BUCK INSTALLATION
1 1/4" MIN.
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EMBEDMENT
r SHIM SPACE
T
I RIGID FILLER
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EDGE DISTANCE
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SCREW
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BACKER ROD
BY OTHERS
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
3/4" MIN
EDGE DISTANCE
1 /4" MAX.
SHIM SPACE
RIGID FILLERf/10 SMS OR
SELF DRILLING
SCREW
INTERIOR
#10 SMS OR
SELF DRILLING
SCREW
RIGID FILLER
1 /4" MAX_
I
IF.I� 3/4' MIN
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
1/4" MAX.
r SHIM SPACE
RIGID FILLER
3/4" MIN.
EDGE DISTANCE
1
INTERIOR
#10 SMS OR
SELF DRILLING
SCREWS
EXTERIOR
METAL
STRUCTURE
BACKER ROD
BY OTHERS
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
REVISIONS
DESCRIPTION
REVISED INSTALLATION DETAILS
REVISED NAME AND ADDRESS
DATE I APPROVED
06/01/15 R.L.
10/27/16 R.L.
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED W ACCORDANCE W!!H ASTM E2112
MI WINDOWS AND DOORS, LLC
650 W. MARKET ST.
GRATZ, PA 17030
SERIES 185 ALUMINUM FIXED WINDOW
73" X 72" NON -IMPACT
FINLESS INSTALLATION DETAILS WITH RIGID FILLERS
DRAWN: DWG N0. REV
J.L. 08-02357 B
sauE NTS I DA7c 09/03/14 1 sHEET 6 OF 12
L ROBEATO LOMAS P.6
1432 WOODFORD RD LEWISVILLE NO 27023
434-M-0609 rOOmas@bbawspa.
SIGNED: 11115/2016
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Luis R. Lomas P.E.
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REVISIONS
REV DESCRIPTION
IXTE APPROVED
2 1/2" MIN.
A REVISED INSTALLATION DETAILS
06/01/15 R.L.
EDGE DISTANCE
8 REVISED NAME AND ADDRESS
10/27/16 R.L.
CONCRETE/MASONRY
BY OTHERS
••
° ,
-
1 1/4" MIN.
OPTIONAL 1 X BUCK
' - °- - 1 1/4" MIN.
- •d ,
EMBEDMENT
SEE NOTES 3 - 7
EMBEDMENT
SHEET 1
CONCRETE/MASONRY
BACKER ROD
1/4" MAX,
BY OTHERS
O 1/4" MAX.
_ & APPROVED
SHIM SPACE
• SHIM SPACE
-- - -SEALANT
OPTIONAL 1X BUCK
'
---_
_ RIGID FILLER
SEE NOTES 3 - 7
- _--
SHEET 1
RIGID FILLER
3/ T61-" AP - N
EXTERIOR
INTERIOR
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INTERIOR
3/16" TAPCON
BACKER ROD
& APPROVED
RIGID FILLER
SEALANT
1/4" MAX
2 1/2"
OPTIONAL IX BUCK
SHIM SPACE
MIN.
SEE NOTE 3 - 7
EDGE
SHEET 1
DISTANCE
� - EXTERIOR
•'
CONCRETE/MASONRY
BACKER ROD
BY OTHERS
••
a 1 1/4" MIN.
& APPROVED
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a EMBEDMENT
a•- •
JAMB INSTALLATION DETAIL
B
°
CONCRETEWASONRYINSTALLATION
2 1/2" MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
CONCRETE/MASONRY INSTALLAT ION
SIGNED: 1111512016
LLC
MI WINDOWSw.
11�1111Lo,,/,/
oMARKET KEr00RS,
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GRATZ, PA 17030
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NOTES:
1.INTERIORAND EXTERIOR FINISHES, BYOTHERS,
SERIES 185 ALUMINUM FIXED WINDOW
*• 0 1 *-
NOTSHOWNFORCLARITY.
73" X 72" NON -IMPACT
- -
.
2PERIMETERAND JOINTSEALANTBYOTHERSToBE
FINLESS INSTALLATION DETAILS WITH RIGID FILLERS
-
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DESIGNEDINACCORDANCEWRNASTME2112
DPAY. Owc No.
i0�.•,� P �
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T
SCALE NTS GAE 09/03/14 7 OF 12
L ROBERTO LOMAS P.E.
LUIS R. Lomas P.E.
14W WOODFORD RD LEWISVILLE, NC27023
434-68"609 rffo a cmWa0aspe.mm
FL NO.' 62514
'
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD &
APPROVED SEALANT
BEHIND FLANGE
1/2" MIN.
EDGE DISTANCE
1 1/4" MIN.
EMBEDMENT
METAL
STRUCTURE
3/4" MIN
EDGE DISTANCE
BY OTHERS
1/4" MAX
SHIM SPACE
1/4 MAX.
SHIM SPACE
BACKER ROD &
APPROVED SEALANT
- #10 WOOD SCREW
BEHIND FLANGE
#10 SMS OR
SELF DRILLING
SCREW
EXTERIOR'_-- - _ INTERIOR EXTERIOR INTERIOR
—� #10 SMS OR
#10 WOOD SCREW SELF DRILLING
SCREW
i��
BACKER ROD & RIGID FILLER ROD & i � _RIGID FILLER
APPROVED SEALANT 1/4- MAX_ APPROVED SEALANT
BEHIND FLANGE SHIM SPACE BEHIND FLANGE 1/4- MAX
{- SHIM SPACE
WOOD FRAMING 1 1/4IMIN. METAL-
-—
OR 2X BUCK EMBEDMENT STRUCTURE
BY OTHERS BY OTHERS
3/4" MIN
1/2" MIN EDGE DISTANCE
EDGE DISTANCE VERTICAL CROSS SECTION
VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION
WOOD FRAMING OR 2X BUCK INSTALLATION
1/4" MAX.
1 1/4" MIN. 1/4" MAX. SHIM SPACE
EMBEDMENT F
SHIM SPACE
T__
1/2" MIN. 3/4" MIN. INTERIOR
EDGE DISTANCE INTERIOR EDGE DISTANCE
REVISIONS
REV DESCRIPTION DATE AaPRDVED
A REVISED INSTALLATION DETAILS 06/01/15 R.L.
B REVISED NAME AND ADDRESS 10/27/16 R.L.
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, _
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BYOTHERS TO BE
DESIGNED IN ACCORDANCE V RHASTM E2112
MI WINDOWS AND DOORS, LLC
650 W. MARKET ST.
#10 WOOD #10 SMS OR GRATZ. PA 17030
SCREW SELF DRILLING SERIES 185 ALUMINUM FIXED WINDOW
SCREWS 73" X 72" NON -IMPACT
WOOD FRAMING FLANGE INSTALLATION DETAILS WITHOUT FILLERS
OR 2X BUCK EXTERIOR METAL EXTERIOR
BY OTHERS STRUCTURE DRAWN: DWG NO. 1
BACKER ROD & BACKER ROD &
APPROVED SEALANT BY OTHERS APPROVED SEALANT U.L 08-02357
BEHIND FLANGE BEHIND FLANGE SCALE NTS °ATE 09/03/14 S--8 OF 12
JAMB INSTALLATION DETAIL JAMB INSTALLATION DETAIL
L RODEATO LOMAS P.E
WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE INSTALLATION T432 WOODFORD RD LEWISVILLE, NO27023
434-M-0609 dbo Is@IAomuPos
SIGNED: 11115)2016
RI IL/o�i��i
r••�\6ENs�'9cp
0(�,,f6�5
:STATE OF
o.
Luis R. Lomas P.E.
FL No.: 62514
2 1/2" MIN.
EDGE DISTANCE
CONCRETE/MASONRY
BY OTHERS
e
a .
` `a. •'
1 1/4" MIN.
OPTIONAL 1X BUCK
• a
EMBEDMENT
SEE NOTES 3 — 7
SHEET 1
BACKER ROD &
1/4" MAX.
___APPROVED SEALANT
SHIM SPACE
_BEHIND -FLANGE_
3/16" TAPCON
EXTERIOR
INTERIOR
3/16" TAPCON
BACKER ROD &
APPROVED SEALANT
BEHIND FLANGE
OPTIONAL 1X BUCK
1/4" MAX.
SEE NOTE 3 — 7
SHIM SPACE
SHEET 1
CONCRETE/MASONRY
BY OTHERS
•
�'
1 1/4" MIN.
a'. <
a
EMBEDMENT
a
.
a
2 1/2" MIN.
EDGE DISTANCE
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CONCRET FJMASONRY INSTALLATION
REVISIONS
DESCRIPTION
REVISED INSTALLATION DETAILS
REVISED NAME AND ADDRESS
1 1/4" MIN.
EMBEDMENT
a
CONCRETE/MASONRY
BY OTHERS
OPTIONAL 1X BUCK
e
J 1/4- MAX.
SHIM SPACE
1
SEE NOTES 3 — 7
SHEET 1
nPcoN_ _ • INTERIOR
2 1/2"
MIN. c
EDGE
DISTANCE EXTERIOR
BACKER ROD &
APPROVED SEALANT
BEHIND FLANGE
JAMB INSTALLATION DETAIL
CONCRET EIMASONRY INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS,
NOT SHOWN FOR CLARITY,
2. PERIMETER AND JOINT'SEALAIV7•BY OTHERS TO BE
DESIGNED IN ACCORDANCE WTTH ASTM E2112
MI WINDOWS AND DOORS, LLC
650 W. MARKET ST.
GRATZ, PA 17030
SERIES 185 ALUMINUM FIXED WINDOW
73" X 72" NON -IMPACT
FLANGE INSTALLATION. DETAILS WITHOUT FILLERS
DRAWN: DWG N0. F
J.L 08-02357
scA�E NTS I DATE 09/03/14 1SHEET OF 12
L ROBERTO LOMAS RE
1432 WOODFORD RD LEWISVILLE, NO 27023
434-688-0609 dlomesomblomaspecom
DATE APPROVED
D6/01/15 R.L.
10/27/16 R.L.
SIGNED: 1111512016
I1L/oZzy
�,•.��GEN q1 _1, i
;c�OR10
Luis R. Lomas P.E.
FL No.: 62514
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD &
APPROVED SEALANT
BEHIND FLANGE
1 /2" MIN.
EDGE DISTANCE
1 1/4" MIN.
EMBEDMENT
1/4- MAX.
SHIM SPACE
- RIGID FILLER
- #10 WOOD SCREW
METAL
STRUCTURE
BY OTHERS
BACKER ROD &
APPROVED SEALANT
BEHIND FLANGE
1/4" MAX.
SHIM SPACE
GID FILLER
10 SMS OR
.LF DRILLING
;REW
REVISIONS
DESCRIP11ON
REVISED INSTALLATION DETAILS
REVISED NAME AND ADDRESS
DATE APPROVED
06/01/15 R.L.
10/27/16 R.L.
EXTERIOR
�— _ ___INTERIOR
EXTERIOR
INTERIOR
#10 SMS OR
#10 WOOD SCREW
_ _
SELF DRILLING
SCREW
BACKER ROD &
RIGID FILLER
BACKER ROD &
—
—RIGID-PIECE
APPROVED SEALANT
1/4" MAX.
APPROVED SEALANT
BEHIND FLANGE
SHIM SPACE
r
BEHIND FLANGE
1/4' MAX
1�646��
SHIM SPACE NOTES.
WOOD FRAMING
1 1/4' MIN.
METAL
1_ INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
OR 2X BUCK
EMBEDMENT
STRUCTURE
NOT SHOWN FORCLARRY
BY OTHERS
8Y OTHERS
2 PERIMETER AND JOINT SEALANT
BY07HERS TO BE
3/4" MIN
DESIGNED IN ACCORDANCE YMASTM E2112
1/2' MIN
EDGE DISTANCE
EDGE DISTANCE
VERTICAL CROSS SECTION
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
WOOD FRAMING OR 2X BUCK INSTALLATION
1/4" MAX.
1 1/4" MIN.
1/4" MAX.
SHIM SPACE
EMBEDMENT
SHIM SPACE
RIGID FILLER
RIGID FILLER
1/2" MIN.
3/4" MIN.
INTERIOR
EDGE DISTANCE
EDGE DISTANCE
SIGNED. 11/15/2016
INTERIOR
MI WIND WS RDOORS, LLC
1R II110
0 W. MAK ET ST.
,'''
GRATZ, PA 17030
\``
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#10 WOOD
#10 SMS OR
SCREW
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SERIES 185 ALUMINUM FIXED WINDOW
=*• 0 51 *=
SCREWS
73" X 72" NON -IMPACT
WOOD FRAMING
OR zx BUCK
EXTERIOR
METAL
UCTURE
EXTERIOR
FLANGE INSTALLATION DETAILS WITH RIGID FILLERS
�y0 TAT OF ,'[p
BY OTHERS
BYROTHERS
REV
L1T.1t D1rc No. 08-02357 B
ABACKER PPROVEDOSEALANT
APPROVED SEALANT
BEHIND FLANGE
BEHIND FLANGE
SCALE NTS I DATE 09/03/14 —ET 10 OF 12
JAMB INSTALLATION DETAIL
JAMB INSTALLATION DETAIL
LROBERTOLOMASPE
Luis R. Lomas P.E.
WOOD FRAMING OR2XBUCKINSTALLATION
METAL STRUCTURE
INSTALLATION
1432WOODFORDRDLEWLSVLLE,NC27=
FL No.: 62514
434£66-0609 r0emas@lAemaspemm
'.I
2 1/2" MIN.
EDGE DISTANCE
CONCRETE/MASONRY
BY OTHERS " e
• e 1 1/4" MIN.
OPTIONAL 1X BUCK tee. • e EMBEDMENT
SEE NOTES 3 — 7
SHEET 1
1 1/4" MIN.
EMBEDMENT
c
REVISIONS
DESCRIPTION
REVISED INSTALLATION DETAILS
REVISED NAME AND ADDRESS
CONCRETE/MASONRY
BACKER ROD & 1/q" MAX
BY OTHERS 1/4' MAX.
APPROVED SEALANT SHIM SPACE • a o SHIM SPACE
---BEHIND_FLANGE OPTIONAL 1X BUCK
RIGID FILLER SEE NOTES 3 — 7
—� — SHEET 1 RIGID FILLER
3/ 61 APCON
EXTERIOR
INTERIOR
3/16" TAPCON
BACKER ROD &
APPROVED SEALANT
RIGID FILLER
BEHIND FLANGE
OPTIONAL 1X BUCK
1/4 MAX.
SHIM SPACE
SEE NOTE 3 — 7
SHEET 1
CONCRETE/MASONRY
BY OTHERS
.n•. _ 1 1/4" MIN.
• a EMBEDMENT
e
e
2 1/2" MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
CONCRETE/MASONRY /NSTALLAT ION
4PCON- _ INTERIOR
2 1/2"
MIN. :a
EDGE
DISTANCE EXTERIOR
BACKER ROD &
APPROVED SEALANT
BEHIND FLANGE
JAMB INSTALLATION DETAIL
CONCRETEIMASONRY INSTALLATION
NOTES:
1. INTERIOR AND EXTERfOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE W/THASTM E2112
MI WINDOWS AND DOORS, LLC
650 W. MARKET ST.
GRATZ, PA 17030
SERIES 185 ALUMINUM FIXED WINDOW
73" X 72" NON —IMPACT
FLANGE INSTALLATION DETAILS WITH RIGID FILLERS
DRAWN: DWG NO. I RE1
J.L. 08-02357 B
'CAE NTS IDATE 09/03/14 1SHEET 11 OF 12
L. ROBERTO LOMASP.E.
1432 WOODFORD RD LEIMSVILLE NC27023
434.688-0609 ismka @&Ornave mml
DATE APPROVED
06/01/15 R.L.
10/27/16 R.L.
SIGNED: 11/15&016
\`\`J`S Z_
:*• 0,61251 ••*
o T((�ATT*E OF ;�4uZ
�'OFs;:��OR1ov- -
Luis R. Lomas P.E.
FL No.: 62514
APPROVED
SEALANT
BEHIND FIN
#6 WOOD
SCREW
3/8" MIN
EDGE DISTANCE
1 1/4" MIN.
EMBEDMENT
WOOD
FRAMING
BY OTHERS
1/4" MAX.
SHIM SPACE
INTERIOR
1/4" MAX
" SHIM SPACE
3/8" MIN _
EDGE DISTANCE
#6 WOOD WOOD
SCREW FRAMING
APPROVED 1 1/4" MIN. BY OTHERS
SEALANT EMBEDMENT
BEHIND FIN
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCKINSTALLATION
WOOD FRAMING
1/4" MAX
BY OTHERS
SHIM SPACE
ys RED
INTERIOR
SCREW
1 1/4"
MIN.
EMBEDMENT
f
APPROVED
SEALANT
BEHIND FIN
EXTERIOR
3/8" MIN
EDGE DISTANCE
JAMB INSTALLATION
DETAIL
OR 2X BUCK INSTALLATION
WOOD FRAMING
REVISIONS
DESCRIPTION
REVISED INSTALLATION DETAILS
REVISED NAME AND ADDRESS
DATE APPROVED
06/01/15 R.L.
10/27/16 R.L.
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BYOTHERS TO BE
DESIGNED IN ACCORDANCE WfTHASTM E2112
MI WINDOWS AND DOORS, LLC
650 W. MARKET ST.
GRATZ. PA 17030
SERIES 185 ALUMINUM FIXED WINDOW
73" X 72" NON —IMPACT
FIN INSTALLATION DETAILS
DRAWN: DWG NO.
J.L. 08-02357
7—E NTS GATE 09/03/14 sNEET 12 OF 12
L ROBERTO COMAS P.E
1432 WOODFORD RD LEWISV/1 / F NC27023
434-689-0609 Nomas@1AamasPe.00m
SIGNED: 1111512016
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Luis R. Lomas P.E.
FL No.: 62514