HomeMy WebLinkAboutPRODUCT APPROVAL WINDOWS FIXED:ode Online
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Product Approval Menu > Product or Application Search > Application List Application Detail
FL #
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Address/Phone/Email
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Address/Phone/Email
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Address/Phone/Email
Category
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https:/tvvww.floridabuilding.org/pr/pr�_app_Al.aspx?para
5349-R8
9619 Knollwood Lane, Ft Pierce
Meadowood Unit Five -Lot 7
GHQ Meadowood Corp.
Approved by DBPR. Approvals by DBPR shall be reviewed and ratified
y the POC and/or the Commission if necessary.
0
MI Windows and Doors
650 West Market Street
Gratz, PA 17030
(717) 365-3300 Ext 2560
bsitlinger@miwd.com
Brent Sitlinger
bsitlinger@miwd.com
Windows
Fixed
Certification Mark or Listing
American Architectural Manufacturers Association
Steven M. Urich, PE
Wi Validation Checklist - Hardcopy Received
Standard
AAMA 506
AAMA/WDMA/CSA 101/I.S. 2/A440
File GQiYOption A
11/18/2016
11/ 18/2016
12/01/2016
8572gvdW IanD W DAgM 3Z07v%:4 z55Pi
Year
2008
2008
i/�
1/3
a
4/1E92017 Florida Buildin Code Online
of Products
FL # Model, Number or Name Description
15349.1 185 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
FLIS349 R8 II 08-02357B.odf
Verified By: Luis R. Lomas, PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL15349 R8 AE 513124B.odf
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.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
O1/24/2021
Design Pressure: +55/-55
Installation Instructions
Other: R-PG55
FL15349 R8 II 08-02949.pdf
Verified By: Luis R. Lomas, PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL15349 R8 AE 513783.1)df
Created by Independent Third Party: Yes
115349.3 1 185 PW Impact 1 172 x 72 Insulated Laminated Glass
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL15349 R8 C CAC APC 15454.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
ji,32"
06/25/2021
Design Pressure: +55/-55
Installation Instructions
Other: FW-LC55, Missile Level D, Wind Zone 3. ss
FL15349 R8 II 08-02948.pdf
consisted of 5/32" tempered exterior - spacer - 5
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" glas bite.
Evaluation Reports
FL15349 R8 AE 513782.1)df
Created by Independent Third Party: Yes
15349.4 1185 PW Impact 159 x 54 Triple CHS Insulated Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FLIS349 R8 C CAC APC 8272.pdf
Approved for use outside HVHZ: Yes FL15349 R8 C CAC APC 8273.pdf
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" annealed FL15349 R8 II 08-01614B.odf
/ 0.090 Solutia PVB / 3/32" annealed. Glass wa 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.Ddf
Created by Independent Third Party: Yes
115349.5 1 185 PW Impact 1 196 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.pdf
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.odf
Created by Independent Third Party: Yes
185 PW Impact
!Rffiits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +55/-55
73 x 61 Insulated Laminated Glass
Certification Agency Certificate
FL15349 R8 C CAC APC 12136.odf
Quality Assurance Contract Expiration Date
10/28/2017
Installation Instructions
https:/Avww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtD,'gtH8572gvdWlanDWDAgM3Z07v%4z55PiLs%2fQnO2HE8xPA%3d%3d 2/3
4/18/2017 Florida Building Code Online
Other: FW-LC55, Missile Level D, Wind Zone 3. Glass I FL15349 R8 II 08-02947.Ddf
consisted of 1/8" annealed exterior - spacer - 1/8" annealed / Verified By: Luis Roberto Lomas 62514
0.090 PVB / 1/8" annealed. Glass was bedded in Pecora 8 6 Created by Independent Third Party: Yes
silicone with 5/8" glass bite. Evaluation Reports
FL15349 R8 AE 513781.Ddf
Created by Independent Third Party: Yes
back Next
Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824
1
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 wan 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 traditi nal mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensod 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 wi55 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 addresswhich 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:
� �,7 ® cCheck sr
ICredit Card
Safe
https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgtH8572gvdWlanDWDAgM3Z07vp/4z55PiLs%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. 1X 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_JNTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED 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 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.
REVISIONS
DESCRIPBON
DATE:
I APPROVED
REVISED INSTALLATION DETAILS
06/01/15
R.L
REVISED NAME AND ADDRESS
10/27/16
ILL
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
20. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS
SHALL NOT EX EC NOT INSCRIBED -DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN
IN SHEET 2.
TABLE OF CONTENTS
SHEET NO.1 DESCRIPTION
I NOTES
2 - 3 ELEVATIONS, CHARTS AND GLAZING DETAILS
4 - 12 INSTALLATION DETAILS
SIGNED: 1111512016
MI WINDOWS LLC
. MaDKEDOORS,
`\`,k\sIRIILo(//.
v
GRATZ, PA 17030
•-\GENSF9cP��
*• 0,,6L251
SERIES 185 ALUMINUM FIXED WINDOW
73" X 72" NON -IMPACT
b
NOTES
lE
gt , TAT OF tom:
�'cFs ' �[ ORIOQ;
DRAWL
Dwc No.
R�
08-02357
B
��S,pNAj1E�\���
Luis R. Lomas P.E.
FL No.: 62514
sauE Dale
NTS 09/03/14 1 OF 12
L ROBERTO LOAAS RE
1432 WOODFORD RD LEWISVIUE, NC 27023
434-666-0609 Nbmw@Momaspe
71
I
Ff
Hl
6" MAX
72 1/2- MAX FRAME WIDTH
I----f- 18" MAX O.C. -I
L
j
18"
MAX O.C.
1/2"
IAX
AME
IGHT
REFER TO CHARTS (SERIES 185 ALUMINUM FIXED WINDOW
#1 & #2 EXTERIOR VIEW
—FOR-)UMBER OF
ANCHORS REOUIRED-__ _ _
6" MAX -
6"�K__
71 1/2" 18
MAX MAX D.C.
FRAME
HEIGHT T_
/
REVISIONS
REV DESaOPRON DATE APPROVED
6" MAX NOTES: A REVISED INSTALLATION DETAILS 06/01/15 R.L
1. MAXIMUMDLO.: 693(4'X683/4' B REVISED NAME AND ADDRESS 10/27/16 R.L.
rHARTCI
18" MAX O.C. I � B" MAX
I I 1 i
/
j j
REFER TO CHARTS SERIES 185 ALUMINUM FIXED DESIGNER WINDOW
#1 & #2 EXTERIOR VIEW
FOR NUMBER OF
ANCHORS REQUIRED
DESIGN PRESSURERA77NG 1MPACTRATING
t60.OPSF NONE
Number of anchors required (without rigid Rllers)
Fame
Frame width (in)
Haight
24.00
30.00
36.00
4200
48.00
54.00
60.00
66.00
7250
on)
Has
amb
H6S
amb
H6S
amb
H&S
mb
H&S
[Jamb
H&S
Jamb
H65
amb
H&S
Jamb
H&S
amb
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
3&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
48.00
2
3
2
3
3
3
3
3
3
3
4
3
5
3
6
3
6
3
SCOD
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
6
6
7
6
71.50
2
5
2
5
3
5
3
6
3
6
4
7
5
7
6
7
7
7
CHART#2
Number of anchors required (with rigld filters)
Fame
Fame width (In)
Haight
24.00
1 30.00
36.00
4200
4&001
54.00
1 60.00
6&00
7250
-(In)-
A6S
amb
H6S
Famb
H&S
Jambi
H&S
m6
H&S
amb
H&S
amb
H&S
JambiH&S
amb
H&S
Jamb
24.00
2
2
2
2
-3-
-3-
-2_
9
2
4
2
4
2
4
2
5
2
30.00
2
2
2
2
3
2
3
2
3
2
4
-
2
5
2
3&00
2
3
2
3
3
3
3
3
3
3
4
3
4
3
4
3
5
4200
2
3
2
3
3
3
3
3
3
3
4
3
4
3
4
3
5
3
4&00
2
3
2
3
3
3
3
3
4
3
4
3
4
3
5
3
SCOG
2
4
4
3
4
3
4
4
4
4
4
4
4
S4
60.00
2
4
4
3
$43
4
3
4
4
4
4
4
4
4
5
4
66.00
2
4
E
4
3
4
3
4
4
4
4
4
471.50
2
5
5
3
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
DRAWN: DWG No.
J.L 1 08-02357
ICALE NTS I DATE 09/03/14 sK-T2 OF 12
L ROBERTO LOAIAS P.E.
1432 WOODFORD RD LEWISVILLE, NC27023
434-688-0609 iff mas@614maspe.0om
SIGNED: 1111512016
1R iLlo��i''�i
�,• �.�GENst`'9`i' ��
*• 0 51 ••*_
STATE OF : t4�z
i��7soNAj1��`\��
Luis R. Lomas P.E.
FL No.: 62514
71
I
Fl
Hi
6' MAX
72 1/2" MAX FRAME WIDTH
8 18" MAX O.C. -j
18
MAX O.C.
1/2'
I"
AME
IGHT
j
- 6" MAX
REFER TO CHART #3 —,-SERIES 185 ALUMINUM FIXED WINDOW
—_EOR NUMBER OF EXTERIOR VIEW
ANCHORS REQUIRED
72 1/2' MAX FRAME WIDTH—��
6' MAX ��---1— 18" MAX O.C. —1 I— 6" MAX
v le— 00
18"
MAX O.C.
71 1/2"
MAX
FRAME
HEIGHT
I
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'
REVLSIONS
REV
OESaiF11011
DALE
APPROVED
A
REVISED WSTALLATION DETAILS
06/01/15
R.L
B
REVISED NAME AND ADDRESS
10/27/16
R.L
CHART #3
Number of anchors required (fin ins61/a6on)
Frame
Frame width (10)
Height
2I.00
30.00
36.00
4200
d6.00
54.00
60.00
6&00
7250
S
ambPH
Jamb
H6S
amb
N85
amb
HSS
amb
N65
am6
H6S
amb
H6S
Jamb
H65
Jamb
3
3
3
3
4
3
4
3
4
3
5
3
5
3
6
3
3
3
33
4
3
4
3
4
3
5
3
5
3
6
3
3
3
3
3
4
3
4
3
4
3
5
3
5
3
6
3
E71.503
4
4
3
4
4
4
4
4
4
4
5
4
5
4
6
4
3—
—4—
4—
—3
4
4
4
4
4
4
4
5
4
5
4
6
4
3
4
4
3
4
4
—4—
—4—
4
4
5
4
5
4
6
4
3
5
3
5
3
5
4
5
4
5
4
5
5
—S-
—5—
—5—
—8
5
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
6
4
6
4
6
5
6
5
6
6
6
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
DRAWN: DWG NO. REV
J.L 1 08-02357 B
"LE NTS I DATE 09/03/14 1 s"EET3 OF 12
L ROBERTO LOI4AS RE
1432 WOODFORD RD LEMSVIUF. NC 27023
434{66-0609 Alomas@IAomaWe.rnm
SIGNED: 1111512016
1R i iL D�q'�.
`�v,•�\DENSE "cP ��
TA OF
O;• SE
�PFS:;�OR10P
Luis R. Lomas P.E.
FL No.: 62514
1/2- MIN.
EDGE DISTANCE
WOOD FRAMING 1/4- MIN. 1 METAL
OR 2X BUCK EMBEDMENT STRUCTURE
BY OTHERS BY OTHERS
BACKER ROD
SHIM SPACE
BACKER ROD
& APPROVED
& APPROVED
SEALANT
SEALANT
#10 WOOD SCREW
EXTERIOR
EXTERIOR
INTERIOR
#10 WOOD SCREW
BACKER ROD
RIGID FILLER
BACKER ROD
& APPROVED
1/4' MAX,
& APPROVED
SEALANT
SHIM SPACE
SEALANT
DOD —FRAMING
OR 2X BUCK —
1 1/4" MIN.
STRUCTURMETAE
BY OTHERS
EMBEDMENT
—��
BY OTHERS
1/2" MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
WOOD FRAMING OR 2K BUCK INSTALLATION
1 1/4- MIN. 1/4" MAX.
EMBEDMENT r SHIM SPACE
T_
1/2" MIN.
E7LDGE DISTANCE
I INTERIOR
#10 WOOD--,
SCREW
C�
WOOD FRAMING
EXTERIOR
OR 2X BUCK
BY OTHERS
BACKER ROD
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2K BUCK INSTALLATION
3/4" MIN.
EDGE DISTANCE
#10 SMS OR
SELF DRILLING
SCREWS
METAL —/ EXTERIOR
STRUCTURE BACKER ROD
BY OTHERS & APPROVED
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
3/4" MIN
EDGE DISTANCE
1 /4" MAX.
SHIM SPACE
#10 SMS OR
SELF DRILLING
SCREW
INTERIOR
#10 SMS OR
SELF DRILLING
SCREW
RIGID FILLER
1 /4" MAX.
SHIM SPACE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
1 /4" MAX.
F
SHIM SPACE
INTERIOR
" MIN
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 06/01/15 R.L.
B REVISED NAME AND ADDRESS 1 10/27/16 R.L.
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
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 WITHOUT FILLERS
DRAWN: DWG NO. I R
J.L. 08-02357
sre r NTS DATE 09/03/14 sNELT 4 OF 12
L ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE. NC 27023
434.56g-0609 Alomas@trlonlaspe.00m
SIGNED: 1111512016
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c ,
�°
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°
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°
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CONCRETE/MASONRY INSTALLAT ION
REVISIONS
REV DESCRIPTION DALE APPROVED
A REVISED INSTALLATION DETAILS 06/01/15 R.L.
B REVISED NAME AND ADDRESS 1 10/27/16 JR.L.
1 1/4" MIN.
EMBEDMENT
CONCRETE/MASONRY
a
BY OTHERS
1/4" MAX.
•
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SEE NOTES 3 - 7
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NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BYOTHERS TO BE
DESIGNED IN 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 WITHUT FILLERS
DRAWN: DWG NO. R
J.L 08-02357
SCALE NTS ICATE 09/03/14 SHEET 5 OF 12
L ROBERTO LOMAS RE
1432 WOODFORD RD LEMSVU& NO 27023
434-688-0609 r0omas@4famaspe.Com
SIGNED: 1111512016
ILID�/����i
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'z' ipS�ONAj1E?G`��
Luis R. Lomas P.E.
FL No.: 62514
1 /2" MIN.
EDGE DISTANCE
3/4" MIN
WOOD FRAMING
1 1/4" MIN.
METAL
EDGE DISTANCE
OR 2X BUCK
BY OTHERS
EMBEDMENT
STRUCTURE
BY OTHERS
1/4" MAX.
SHIM SPACE
BACKER ROD
SHIM SPACE
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& APPROVED
& APPROVED
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# SMS OR
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EXTERIOR
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INTERIOR
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RIGID FILLER
BACKER ROD
RIGID FILLER
& APPROVED
1/4^ MAX.
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-
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I I EDGE DISTANCE
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r SHIM SPACE
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SELF DRILLING
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STRUCTURE BACKER ROD
BY OTHERS & APPROVED
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JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
REVISIONS
REV DESCRIPTION DATE APPROVED
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, BY OTHERS,
NOT SHOWN FOR CLARITY.
P. PERIMETER AND JOINT SEALANT BYOTHERS TO BE
_DESIGNED IN ACCORDANCE WITH ASTM E2112
SIGNED: 1111512016
MI WINDOWS DOORS, LLC
W. MNADKET
9s�i�
GRATZ, PA 17030
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L ROBERTO LOMAS RE
1432 WOODFORD RD LEMSVILLE. NC 27023
Luis R. Lomas P.E.
FL No.: 62514
434-M-0609 ftmas@Womaspe.cm
'
2 1/2" MIN.
EDGE DISTANCE
CONCRETE/MASONRY
BY OTHERS
.°
OPTIONAL 1 X BUCK
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& APPROVED
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REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 06/01/15 R.L.
8 REVISED NAME AND ADDRESS 10/27/16 R.L.
1 1/4" MIN.
EMBEDMENT
CONCRETE/MASONRY
BY OTHERS
1/4" MAX.
SHIM SPACE
OPTIONAL 1 X BUCK
SEE NOTES 3 — 7
'
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NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS,
NOT SHOWN FOR CLARITY.
2 PERIMETER AND JOINT SEALANT BYOTHERS TO BE
DESIGNED IN ACCORDANCE WITH 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 NO. REV
J.L. 08-02357 8
SCALE NTS IDATE 09/03/14 1 s"EET7 OF 12
L ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE, NC 27023
434-08-0609 dlomasCONomaspe.cam
SIGNED: 1111512016
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FL No.: 62514
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD &
APPROVED SEALANT
BEHIND FLANGE
1/2" MIN.
EDGE DISTANCE
1 MIN.
EMBEDMENT
METAL
STRUCTURE
�} 3/4" MIN
1 I EDGE DISTANCE
1
BY OTHERS
1/4- MAX.
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SHIM SPACE
- #10 WOOD SCREW #10 SMS OR
SELF DRILLING
SCREW
EXTERIOR INTERIOR EXTERIOR INTERIOR
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#10 WOOD SCREW SELF DRILLING
SCREW
—BACKER-RD & RIGID FILLER BACKER ROD &
RIGID FILLER
APPROVED SEALANT 1/4" MAX_ APPROVED SEALANT
BEHIND FLANGE - SHIM SPACE BEHIND FLANGE 9 1/4" MAX
4it F SHIM SPACE
WOOD FRAMING 1 1/4' MIN. STRUC URE
OR 2X BUCK EMBEDMENT
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 2K BUCK INSTALLATION
1/4" MAX.
1 1/4" MIN. F
1/4" MAX. SHIM SPACE
EMBEDMENT SHIM SPACE
1/2^ MIN 3/4" MIN. INTERIOR
REVISIONS
REV DESCRIPTION DATE APPROVED
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, BY OTHERS,
NOT SHOWN FOR CLARITY.
P. PERIMETER AND JOINT SEALANT BYOTHERS TO BE
DESIGNED INACCORDANCE WITH ASTM E2112
EDGE DISTANG*�NTEI
EDGE DISTANCE
SIGNED: 1111512016
IOR
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2X BUCKTERIORMETAL
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BY OTHERS
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scALE NTS DATE 09/03/14 SHEET 87 OF 12
JAMB INSTALLATION DETAIL
JAMB INSTALLATION DETAIL
Luis R. Lomas P.E.
L ROBERTO LOMAS P.E.
WOOD FRAMING OR 2K BUCK INSTALLA TION
METAL STRUC7`UREINSTALL1TION
1432WOODFORDRDLEWISVILLE,NC27023
FL No.: 62514
434-M-0609 n7c=sCMlnomasye o
CONCRETE/MASONRY
BY OTHERS
OPTIONAL 1X BUCK
SEE NOTES 3 — 7
SHEET 1
BACKER ROD &
APPROVED SEALANT
BEHIND FLANGE
EXTERIOR
BACKER RODS —
APPROVED SEALANT
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OPTIONAL 1X BUCK
SEE NOTE 3 — 7
SHEET 1
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BY OTHERS
2 1/2" MIN.
EDGE DISTANCE
f
1 1/4" MIN.
° •
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°
e
°
2 1/2" MIN.
EDGE DISTANCE
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REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 06/01/15 R.L.
8 1 REVISED NAME AND ADDRESS 1 10/27/16 R.L.
1 1/4" MIN.
EMBEDMENT
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BY OTHERS
J 1/4" MAX.
' v
SHIM SPACE
OPTIONAL 1X BUCK
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NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARRY,
2 PERIMETER AND JOINT SEALANT BYOTHERS TO BE
DESIGNED IN ACCORDANCE WITH 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: NO, R
DWG
J.L 08-02357
SCALE NTS I DATE 09/03/14 1 SHEET OF 12
L ROBERTO LOAM RE
1432 WOODFORD RD LEMSVILLE NC 27023
434-688-0609 r0amas@bfcm pe.=T;
SIGNED: 1111512016
9- I1L10�',',i
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TA E OF ; wy;z
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Luis R. Lomas P.E.
FL No.: 62514
WOOD FRAMING
OR 2X BUCK
BY OTHERS
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APPROVED SEALANT
BEHIND FLANGE
1 /2" MIN.
EDGE DISTANCE
3/4" MIN
1 1/4" MIN. METAL
EMBEDMENT STRUCTURE
BY OTHERS
I
1/4" MAX.
SHIM SPACE
1/4" MAX.
— t
SHIM SPACE
BACKER ROD &
- RIGID FILLER
APPROVED SEALANT
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- ty10 WOOD SCREW
BEHIND FLANGE
ff10 SMS OR
SELF DRILLING
SCREW
EXTERIOR INTERIOR EXTERIOR INTERIOR
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SCREW
BACKER ROD & RIGID FILLER BACKER ROD & RIGID FILLER
1PPROVED-SEALANT 1/4" MAX_ APPROVED SEALANT
BEHIND FLANGE — WF,SHIM SPACE BEHIND FLANGEJAL — 1/4" MAX
F SHIM SPACE
WOOD FRAMING 1 1/4' MIN. 7METAL —
OR 2X BUCK EMBEDMENT STRUCTURE —
BY OTHERS BY OTHERS liz3/4" MIN ' I
1/2" MIN EDGE DISTANCE
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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
REVISIONS
REV DESCRIPTION DATE APPROVED
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. BY OTHERS.
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BYOTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
EDGE DISTANCE
EDGE DISTANCE
SIGNED: 1111512016
INTERIOR
MI WINDOWS AND DOORS, LLC
R I!lO��,/'
650
GRATZ. PA 17030
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#10 SMS OR
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JAMB INSTALLATION DETAIL
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Luis R. Lomas P.E.
L ROBERTO LOMAS P.E.
WOOD FRAMING OR2XBUCKINSTALLATION
METAL STRUCTURE INSTALLATION
1432WOODFORDROLEWISVILL&NC27023
FL No.: 62514
434-668-0609 dbnms@momasve. m
REVISIONS
REV DESCRIPTION
DATE APPROVED
2 1/2" MIN
A REVISED INSTALLATION DETAILS
06/01/15 R.L.
�{
EDGE DISTANCE I
B REVISED NAME AND ADDRESS
10/27/16 R.L.
CONCRETE/MASONRY
BY OTHERS
-.a !
1 1 /4" MIN.
' c •� •
`'
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• a
EMBEDMENT
SEE NOTESSHEET
1
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1/4^ MAX
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1/4" MAX.
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SHIM SPACE
SHIM SPACE
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SEE NOTES 3 — 7
RIGID FILLER
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SIGNED: 1111512016
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NOTES
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L ROBERTO LOMAS RE
Luis R. Lomas P.E.
14M WOODFORD RD LEYI7SVILLE, NC 27023
434.688-0609 rfkmastm& mass
FL No.: 62514
'
APPROVED
SEALANT
BEHIND FIN
1 1/4" MIN.
EMBEDMENT
#6 WOOD
WOOD
SCREW
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BY OTHERS
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EDGE DISTANCE II IA
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APPROVED 1 1/4" MIN. BY OTHERS
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EDGE DISTANCE
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WOOD FRAMING OR 2X BUCK INSTALLATION
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 06/01/15 R.L.
B REVISED NAME AND ADDRESS 10/27/16 R.L.
11
NOTES.,
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARRY.
2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
SIGNED: 1111512016
MI WINDOWS 650w. MAKDDOORS, LLC
ST.
GRATZ, PA 17030
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N7S DATE 09/03/14 SHEET 12 OF 12
L. ROBERTO LOMAS P.E.
1432 WOODFORD ROLEWISVILL& M027023
434-EB9-0609 Alomas@klemaspe.Oem
Luis R. Lomas P.E.
FL No.: 62514
'
APPROVED
SEALANT
BEHIND FIN
1 1/4" MIN.
EMBEDMENT
#6 WOOD
WOOD
SCREW
FRAMING
BY OTHERS
1/4" MAX.
r
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3/8" MIN
EDGE DISTANCE II WW
INTERIOR
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1/4" MAX
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3/8" MIN �—
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#6 WOOD WOOD
SCREW FRAMING
APPROVED 1 1/4" MIN. BY OTHERS
SEALANT EMBEDMENT
BEHIND FIN
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
WOOD FRAMING
1/4" MAX
BY OTHERS
SHIM SPACE
#6 WOOD
INTERIOR
SCREW
W
1 1/4"
MIN.
EMBEDMENT
APPROVED
SEALANT
BEHIND_D _
EXTER I.OR_
3/8" MIN
EDGE DISTANCE
JAMB INSTALLATION
DETAIL
OR 2X BUCK INSTALLATION
WOOD FRAMING
REVISIONS
REV DESCRIPTION DIVE APPROVED
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, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BYOTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM 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: OWc NO. REV
J.L. 1 08-02357 B
'Calf NTS I DATE 09/03/14 1 SHEET 12 OF 12
L ROBERTO LOMA.S PA
1432 WOODFORD RD LEWISV01E. NO 27023
434-MO-0609 dlcmas[andom w cc m
SIGNED: 1111512016
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FL No.: 62514