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FL # FL17499-R8
Application Type__Revision
Code Version qqm
i
Application Status Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the
Commission if necessary.
Comments.
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email i
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory j
Compliance Method I
Certification Agency
Validated By
Referenced Standard and Year (of Standard)rl
i
I
Equivalence of Product Standards
Certified By
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
1•
Date Approved
Summary of Products
0
MI Windows and Doors
650 West Market Street
Gratz, PA 17030
(717) 365-3300 Ext2560
bsitlinger@miwd.com
RECEIVED
Brent Sitiinger
bsitlinger@miwd.com
MAR 16 2021
Permitting Department
St. Lucie County
Windows
Single Hung
Certification Mark or Listing
American Architectural Manufacturers Association
Steven M. Urich, PE
Validation Checklist - Hardcopy Received
Standard
AAMA 506
AAMA/WDMA/CSA 101/I.S.2/A440
AAMA/WDMA/CSA 101/I.S.2/A440
Method 1 Option A
11/17/2020
11/17/2020
11/27/2020
FIDE COPY
j FL # Model, Number"orName Description
185 SH 36x84 Fin/Flange Frame IG/SG Impact Single Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17499 R8 C CAC APC (3 78 185 SH 01723 ,pdf
Approved for use outside HVHZ: Yes FL17499 R8 C CAC APC (13279) 185 SH ( Ol 1723),p_ff
Impact Resistant: Yes FL17499 R8 C CAC APC (132 0 185 SH (101723),p
Design Pressure: +55/-55 FL17499 R8 C CAC APC (13292) 1 5 S (101723),pff
Other: R-PG55*,•Missile Level D, Wind Zone 3. Glass to be bedded in Pecora Quality Assurance'Contract Expiration Date
896 sealant. C 10/17/2023
Year
2016
2008
2011
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes T
Evaluation Reports p•
FL17499 R8 AE 513321E-3.pdf
Created by Independent Third Party: Yes
17499.2
185 SH
52x72 Fin/Flange Frame IG/SG Single Hung Laminated Glass
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17499 R8 C CAC APC (1 26 185 S 100823 ,2df
Approved for use outside HVHZ: Yes
FL17499 R8 C CAC APC (13270) 1 5 SH 100 23 ,pdf
Impact Resistant: No
FL17499 R8 C CAC APC (132711 1 S 10082:D-.P f
Design Pressure: +60/-60
FL17499 R8 C CAC APC (13361) 185 SH 100 2 ,pdf
Other: R-PG60
Quality Assurance Contract Expiration Date
10/08/2023
Installation Instructions
FL17499 R8 II 08-02549B1.pdf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R8 AE 513327E-4.pd(
Created by Independent Third Party: Yes
17499.3
185 SH
36x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17499 R8 C CAC APC (13272 185 SH(101723).pdf
Approved for use outside HVHZ: Yes
FL17499 R8 C CAC APC (13273 185 S 101723)--P f
Impact Resistant: No
Design Pressure: +60/-60
FL17499 R8 C CAC APC (13274 185 SH 101723),pdf
FL17499 R8 C CAC APC (13363I 185 SH (101723 ,pdf
Other: R-PG60*
Quality Assurance Contract Expiration Date
10/17/2023
Installation Instructions
FL17499 R8 II 08-02550B1.pdf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R8 AE 513328B-5.pdf
Created by Independent Third Party: Yes
17499.4
185 SH
36x71 Fin, Finless, Flange Frame IG Single Hung
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17499 R8 C CAC APC H0462.01-109-47-RO 185 SH (0425 ,pdf
Quality Assurance Contract Expiration Date
Approved for use outside HVHZ: Yes
Impact Resistant: No
04/25/2022
Design Pressure: +60/-67
Installation Instructions
Other: R-PG60*
FL17499 R8 II 08-03163-1.pdf
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R8 AE 514082.pdf
Created by Independent Third Party: Yes
17499.5
185 SH
3602 Fin, Flange, and Finless Frame Insulated Glass
Limits of Use
Approved for use in HVHZ: No
Certification Agency Certificate
FL17499 R8 C CAC APC(17811)1583.02-106-11-RO 185 SH(061423 _pdf
Quality Assurance Contract Expiration Date
Approved for use outside HVHZ: Yes
Impact Resistant: No
06/14/2023
Design Pressure: +60/-70
Installation Instructions
Other: R-PG60
FL17499 R8 II 08-03383.pdf
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R8 AE 514377.pdf
Created by Independent Third Party: Yes
17499.6
185 SH
52x62 Fin, Flange, and Finless Frame, Insulated Glass
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17499 118 C CAC APC(17812)1711.08-106-12-RO 185 SH(072ZMpdf
Quality Assurance Contract Expiration Date
Approved for use outside HVHZ: Yes
Impact Resistant: Yes _
07/27/2023
Design Pressure: +50/-63
Installation Instructions
Other: R-PG50
FL17499 R8 II 08-03379.pdf
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R8 AE 514373.pdf
Created by Independent Third Party: Yes
17499.7
185 SH
52x62 Fin, Flange, and Finless Frame, Insulating Lami Glass
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17499 R8 C CAC APC (17813)1711.04-106-12-RO 185 SH(072723 .pdf
Quality Assurance Contract Expiration Date
Approved for use outside HVHZ: Yes
Impact Resistant: No
07/27/2023
Design Pressure: +50/-63
Installation Instructions
Other: R-PG50
FL17499 R8 II 08-03381.p_df
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R8 AE 514375.pdf
Created by Independent Third Party: Yes
17499.8
185-SH
36x72 Fin, Flange,•Finless Frame, Insulated Glass
Limits of Use
Certification Aaencv Certificate
L. Roberto Lomas P.E. Engineering Evaluation Report
1432 Woodford Rd.
Lewisville, NC 27023 Report No.: 513321 B
434-688-0609
rllomas@lrlomaspe.com
Manufacturer: MI Windows & Doors
650 WestMarket Street
Gratz, PA, 17030
i
Product Line: Series 185 Aluminum Single Hung Window 36" x 84" — Impact
Compliance:
The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of
Business and Professional Regulation for Statewide Acceptance per Rule 61G20-3.005 method 1(a). The product listed
herein complies with requirements of the Florida Building Code.
Supporting Technical Documentation:
1. Approval document: drawing number 08-02545 revision B, prepared, signed and sealed by Luis Roberto Lomas P.E.
2. Test report No.: E1729.01-109-47�signed and sealed by Michel D. Stremmel P.E.
Architectural Testing Inc., York, PA
AAMA/WDMA/CSA 101/I.S.2/A440-08
Design pressure: tfi0.15psf
Water penetration resistance 9.19psf
3. Test report No.: E1729.02-109-47 i signed and sealed by Michel D. Stremmel P.E.
Architectural Testing Inc., York, PA
ASTM E1886-05 and ASTM E199Ei-12
ASTM E1886/ E1996 Large Missile Impact, Level D, Wind Zone 3
ASTM E1886/ E1996 Cyclic Load Test, ±55.0psf design pressure
4. Anchor calculations, report number 513321-1, prepared, signed and sealed by Luis Roberto Lomas P.E.
Limitations and Conditions of use:
• Maximum design pressure: ±55.Opsf
• Maximum unit size: 36" X 84"
• Units must be glazed per ASTM E'll300-04/09, according with glazing details in approval drawing.
• This product is not rated to be used in the HVHZ.
• This product is impact resistant and does not require impact protection in wind bome debris regions.
• Frame material to be Aluminum 6063-T5.
Installation:
Units must be installed in accordance with manufacturer's installation instructions and approval document, 08-02545
revision B.
Certification of Independence:
Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the
product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity
involved in the approval process of the listed product(s).
1 of 1
`0\1I II tl'
D,y�/�i��
• 0� 59 •
TAT 4F.00 ow
i•�
Luis R. Lomas, P.E.
FL No.: 62514
10/02/2017
(Validator / Operations Administrator)
MI Windows & Doors, LLC
P.O. Box 370
Gratz, PA 17030-0370
I
AAMA
CERTIFICATION PROGRAM
AUTHORIZATION FOR PRODUCT CERTIFICATION
Attn: Rick Sawdey
This authorization is based on the successful completion of tests, and the reporting to the AAMA Validator of the results of the tests by an AAMA
Accredited Laboratory. The product information below will be added to the next update of the AAMA Certified Products Directory.
SPECIFICATIONS
RECORD OF PRODUCT TESTED
AAMA/WDMA/CSA 101/I.S.2/A440-08
AAMA 506
R-PG55*-914x2134 (36x84)-H
COMPANY AND CODE
Missile Level: D
Rating: +55145, 36x84
CPD
NO.
SERIES MODEL &
PRODUCT DESCRIPTION
MAXIMUM SIZE TESTED
Wind Zone: 3
Rating above conforms
185 SH (FLANGE)
FRAME (mm)
SASH (mm)
MI Windows & Doors, LLC
to the! requirements of:
13278
(AL)(O/X)(OG)
876 x 914
914 x 2134
Code: MTL
ASTM E1886
(0.090" PVB LAM GL)
(3'0" x 7'0")
(2'11" x 3'0")
and E1996
(ASTM)
This Certification will expire October 17, 2023 (extended from October 17, 2018 per AAMA 103-15) and requires validation until then
by continued listing in the current AAMA Certified Products Directory.
Structural Test & Report By:
Architectural Testing, Inc.
Report No: E1729.01-109.47
Missile Impact Test & Report By:
Architectural Testing, Inc.
Report No: E1729.02-109.47
Date of Report: October 31, 2014 (Revised January 6, 2015, Date of Report: October 31, 2014 (Revised January 6, 2015,
& June 23, 2016) & June 23, 2016)
I
Evaluated for Certification: September 12, 2018
A
A4oddLaboratories, Inc.
I
Authorized for Certification: September 12, 2018
JGSJTS
ACP-04 (Rev. 6/16) Ameri n Architectural Manufacturers Association
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 SUBSTRATEMATERIAL.-
5. WHERE WOOD BUCK THICKNESS IS 1=1/2" OR GREATER, BUCK, SHALL BE SECURELY
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY
BE ANCHORED THROUGH FRAME TO SECURED- WOOD_.BUCK,IN ACCORDANCE WITH
MANUFACTURER'S PUBLISHED INSTALLATION —INSTRUCTIONS. - .
6. WHERE 1X BUCK IS -NOT USED DISSIMILAR MATERIALS MUST'.BE SEPARATED WITH APPROVED
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF
THE ARCHITECT OR- ENGINEER OF RECORD.
7. BUCKS SHALL .EXTEND BEYOND WINDOW INTERIOR FACE SO THAT 'FULL* FRAME SUPPORT. IS .
PROVIDED.
8. FOR FIN INSTALLATION SHIM- AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT
EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16'. OR
GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
9. SHIMS SHALL -..BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE
OF SUSTAINING APPLICABLE LOADS.
10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5.
12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEET 11 FOR GLASS DETAILS.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
14.FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS
WITH SUFFICIENT -LENGTH TO ACHIEVE A 1 1 /4- MINIMUM —EMBEDMENT INTO SUBSTRATE.—
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
TABLE OF. CONTENTS
SHEET NO. DESCRIPTION
1 NOTES
2 — 3 ELEVATIONS
4 — 10 INSTALLATION DETAILS _.
11 COMPONENTS
REVISIONS
REV DESCRIPDON DATE APPROVED
A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
B. REVISED GLASS 10/02/17 R.L.
15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO
SUBSTRATE. LOCATE ANCHORS AS SHOWN IN,ELEVATIONS-AND INSTALLATION DETAILS.
16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 ,1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2
1/2" MINIMUM EDGE DISTANCE.=LOCATE,-ANCHORS AS SHOWN IN,ELEVATIONS.-AND,, ..-. --
INSTALLATION DETAILS.
17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF
DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND
STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
DETAILS,
18. ALL FASTENERS TO BE CORROSION RESISTANT.
19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A, WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI.
C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM.
D.' METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR
ALUMINUM 6063—T5 FU=30KSI .048" THICK MINIMUM
SIGNED: 0212712020
MI D LLC
R I �L O
650 WEST MA ET STREET
ET
GRATZ, PA 17030-0370
`\\`\\S
• 0 51
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
36" X 84"— LMI
NOTES`
�•;°[pR�OP•
���i%Sj�NALiE�G`��
DRAWN: -
OWG N0.
REV
8
B
SCALE Da1E s�EET15
NTS 12/09/2014OF 11
Luis R. Lomas P.E.
FE Na.: 62514
L ROBERTO LOMAS P.E.
1432 WOODFORD RDLEWISVILLE, NC27023
434-688-0609 rlldnwLMldomaspe.mm
E
ti
FR
HE
36" MAX
FRAME WIDTH
16"
2" MAX F^ 2" MAX
O.C.
AX—
T-
16"
MAX
O.C.
O
/
4..
4X
GHT
4
X
47
185 ALUMINUM SINGLE HUNG WINDOW
EXTERIOR VIEW
FLANGE & FINLESS INSTALLATION
SEE CHART #1 FOR SMALLER UNITS REQUIRED ANCHORS
36" MAX
FRAME WIDTH
-16"
2" MAX MAX 2" MAX
O.C.
2 -f� /
T-
16"
MAX O /
O.C.
84"
MAX
FRAME /
HEIGHT /
4
185 ALUMINUM SINGLE HUNG WINDOW
DESIGNER EXTERIOR VIEW
FLANGE & FINLESS INSTALLATION
SEE CHART #1 FOR SMALLER UNITS REQUIRED ANCHORS
DESIGN PRESSURE RATING
IMPACT RATING,
±55.OPSF
LARGE
MISSILE IMPACT
MISSILE LEVEL D, WIND ZONE 3
NOTES:
1. MAXIMUM SASH SIZE: 34 1/2" X 36".
2. MAXIMUM SASH D.L.O.: 31 1/2" X 32 1/2"
3. MAXIMUM FIXED D.L.O.: 33 1/8" X 45"
HARDWARE SCHEDULE
METAL SWEEP LOCK AT 8" FROM EACH END INTERIOR MEETING
BLOCK AND TACKLE BALANCE AT JAMBS
REVISIONS
REV DESCRIPRON DATE APPROVED
A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
B REVISED GLASS 10/02/17 R.L.
CHART #1 FLANGE& FINLESS INSTALLATION
Number of anchor locations required
Frame
Height
(in)
Frame Width (In
18.00
24.00
30.00
36.00
Head
I Jamb
Head
I Jamb
Mead
Jamb
Head
Jamb
24.00
2
3
3
3
3
3
3
3
30.00
2
3
3
3
3
3
3
3
36.00
2
3
3
3
3
3
3
3
4200
2
4
3
4
3
4
3
4
48.00
2
4
3
4
3
4
3
4
54.00
2
5
3
5
3
5
3
5
60.00
2
5
3
5
3
5
3
5
6&00
2
5
3
5
3
5
3
5
7200
2
6
3
6
3
6
3
6
7100
2
6
3
6
3
6
3
6
84.00
2
6
3
6
3
5
3
6
SIGNED: 0212712020
MI DOOR LLC
I (Lloh��i,�i
65DDOW WEST MARKET E,T
```\J\�.1R
GRATZ, PA 17030-0370
v•��GENS�.9is+
0�,6�5 *;
SERIES 185 ALUMINUM SINGLE HUNG WINDOW*•
36" X 84"— LMI
FLANGE AND FINLESS ELEVATIONS;
STATE OF y`
DRAWN:
DWG NO.
REV
N.G.
08
B
s02545
iCDATE
NTS 12/09/2014 2 OF 11
Luis R. Lomas P.E.
FL No.: 62514
L ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE, NO27023
434-088-0609 r8omas@lrlomaspe.ovm
REVISIONS
- :-36' MAX
FRAME WIDTH,
36" MAX
FRAME WIDTH
REV DESCRIPTION DATE APPROVED
- -
.
-
10"
10"
_ A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
-
2" MAX
MAX —{
2" MAX 2" MAX
MAX
2" MAX B REVISED GLASS 10/02/17 R.L.
O.C. I
O.C.
y
2"
rf
tiY
10" MAX
Q
10" MAX
Q
" - CHART #2 FINdNSTALLATION
O.C.
O.C.
84"
MAX
FRAME
HEIGHT
84"
MAX
FRAME
HEIGHT
_
4
Q
Number of anchor locations required
Frame
Frame Width (In)
Height
(In)
18.00
124 00
1 30.00
36.00
H& S
I Jamb
H& S
Jamb
H& S
Jamb
H& S
Jamb
24.00
3
3
3
3
4
3
5
3
30.00
3
4
3
4
4
4
5
4
36.00
3
5
3
5
4
5
5
5
4ZOO
3
5
3
5
4
5
5
5
48.00
3
6
3
6
4
6
5
6
54.00
3
6
-3
:6
A
, 6
5
6
60.00
3:
7
'3
7
4'
7
5
7
66.00
3
8
3
8
4
8
5
8
7ZOO
3
8
3
8
4
8
5
8
78.00
3
9
3
9
4
9
5
9
84 00
3
9
3
9
4
9
5
9
185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW
EXTERIOR VIEW DESIGNER EXTERIOR VIEW
FIN INSTALLATION - FIN INSTALLATION
SEE CHART #2 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART #2 FOR SMALLER UNITS REQUIRED ANCHORS
DESIGN PRESSURE RATING IMPACT RATING
+55.OPSF LARGE
MISSILE IMPACT
MISSILE LEVEL D, WIND ZONE 3
SIGNED: 0212712020
MI LLC
\\\\``511�11[ 0
/V
650 WEST MADET STREET
NOTES: GRATZ, PA 17030-0370 \ V .��CENs� 9'p�-.'
1. MAXIMUM SASH SIZE: 34 1/2" X 36"• SERIES 185 ALUMINUM SINGLE HUNG WINDOW*• 0 51 1Ir=
2. MAXIMUM SASH D.L.O.: 31 1/2" X 32 1/2" 36" X 84"— LMI
3. MAXIMUM FIXED D.L.O.: 33 1/8" X 45" FIN ELEVATIONS• -TAY� OF `
' DRAWN: DWG NO. REV ����• ��.Q R10P.• \\
8 soEer B II�I11��G`\\
ecALE DATE
NTS 12/09/2014 35 OF 11
HARDWARE SCHEDULE
(2) METAL SWEEP LOCK AT 8" FROM EACH END INTERIOR MEETING RAIL L ROBERTOLOMASP.E Luis R. Lomas
as P.E.P
1432 WOODFORD RD LEWISVILLE, NC 27023
2) BLOCK AND TACKLE BALANCE AT JAMBS 434-688.0809 dbmas@lddmmpe.wm FL No.:
WOOD FRAMING ---
OR 2X BUCK
BY OTHERS
BACKER ROD
& APPROVED
SEALANT
1 1/4" MIN.
EMBEDMENT
SHIM SPACE
#10 WOOD SCREW
INTERIOR
EXTERIOR
BACKER ROD
& APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
SILL TO BE SET
IN A BED OF
APPROVED
STRUCTURAL
SEALANT
1/4" MAX.
SHIM SPACE
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
• REVISIONS
REV DESCRIPTION
DATE APPROVED
A REVISED ANCHOR SPACING & CHARTS
07/11/16 R.L.
-
B REVISED GLASS
10/02/17 R.L.
1 1/4" MIN. '
1/4" MAX.
EMBEDMENT
SHIM SPACE
1 /2"
INTERIOR
MIN
EDGE
DISTANCE
#10 WOOD
SCREW
y
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD. EXTERIOR
&APPROVED
SEALANT'
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
SIGNED: 0212712020
MI
WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
``��J\S R' L0�9ii�
GRATZ, PA 17030-0370
�`v•v�GENSF�s��
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
*• 0,5I >t
36" X 84"— LMIS•
FLANGE INSTALLATION DETAILS
��0 TAT OF t
DRAWN:
DWG N0. REV
0.
%'F 't0R%Dt-
SCALE
I _ OB SOEE54S B
�iS;ONAI`E�x
NTS
DATE 12/09/2014 4 OF 11
L ROBERTO LOMAS RE
Luis R. Lomas P.E.
1432 WOODFORD RD LEMSVILLE, NC 27023
FL No.: 62514
434-688-0609 dlomas@ldamaspe.cam
• 1'/2" MIN
EDGE DISTANCE
MET"'
STRUCTU
BY OTHE
APPROVED
SEALANT
1 /4" MAX.
SHIM SPACE
II 111 #10 SMS OR
SELF DRILLING
SCREW
INTERIOR
EXTERIOR
BACKER ROD
& APPROVED
SEALANT
I META
STRUCTUR
BY OTHER
SILL TO BE SET
IN A BED OF
APPROVED
STRUCTURAL
SEALANT -
1 /4" MAX.
SHIM SPACE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS,
NOT SHOWN FOR CLARITY
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
'
REVISIONS
REV
DESCRIPTION
DATE
- APPROVED
A
REVISED ANCHOR SPACING & CHARTS }
07/11/16
R.L.
B
REVISED GLASS
10/02/17
R.L.
-_ -
;1./4".MAX.
SHIM SPACE
#1.0 SMS, OR
SELF DRILLING
INTERIOR
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1�2
_
MIN.
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DISTANCE
�—
EXTERIOR
METAL ,
STRUCTURE
BACKER ROD
BY OTHERS
& APPROVED
-SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
SIGNED: 0212712020
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2/09/2014OF 11
Luis R. Lomas P.E.
FL Noas
L. ROBERTO LOMAS RE
1432 WOODFORD RDLEWISVIUE, NC27023
434-668-0609 rllamas@IAomaspe.aom
2 1/2" MIN.
- REVISIONS
EDGE DISTANCE
REV DESCRIPTION
DATE I APPROVED
CONCRETE/MASONRY
°
A REVISED ANCHOR SPACING & ,CHARTS
07/1 1/16R.L.
' BY OTHERS'
"° a ° ��
B REVISED GLASS
10/02/17 R.L.
° n 1 1/4" MIN.
14
OPTIONAL 1X BUCK " °
a EMBEDMENT
SEE NOTES 3 - 7
°
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1 1/4" MIN. 1/4" MAX.
SHEET 1
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1/4" MAX. j
BY OTHERS
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"
& APPROVED
v
_.
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3/16" TAPCON
3/16" TAPCON a
a INTERIOR
INTERIOR
2 1 /2"
MIN.
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DISTANCE
EXTERIOR
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'& APPROVED
OPTIONAL 1X BUCK =, SEALANT
SEE NOTES 3 - 7
SHEET 1 JAMB INSTALLATION DETAIL
CONCRETEMASONRY INSTALLATION
BACKER ROD
SILL TO BE SET
& APPROVED
SEALANT
IN A BED OF
NOTES:
APPROVED
STRUCTURAL
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
OPTIONAL 1X BUCK
SEALANT
NOTSHOWNFORCLARIT Y.
SEE NOTE 3 - 7
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
SHEET 1
1/4" MAX.
DESIGNED IN ACCORDANCE WITH ASTME2112
SIGNED:02/27/2OZ0
SHIM SPACE
MI
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scAG NTS DATE 12/09�2014 6 OF 11
CONCRETE/MASONRYINSTALLATION
L ROBERTO LOMAS P.E.
Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE, NC27023
FL No.: 62514
434-669-0609 rllomas@alrlomaspe.com
WOOD FRAMING -
OR 2X BUCK'
BY OTHERS
BACKER ROD
&.APPROVED
SEALANT
EXTERIOR
BACKER
& APPRC
SEAL
WOOD FRAh
OR 2X B
BY OTH
1 /2" MIN
EDGE DISTANCE
1 /4" MAX.
SHIM SPACE
#10 WOOD SCREW
INTERIOR
SILL TO BE SET
IN A BED OF
APPROVED
STRUCTURAL
SEALANT -
1/4" MAX.
r� SHIM SPACE
f
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
REVISIONS
REV
DESCRIPTION
DATE
'APPROVED
A
REVISED ANCHOR SPACING & CHARTS
07/11/16
R.L.
B REVISED GLASS 10/02/17 R.L.
1 1/4"
MIN. 1/4" MAX.
EMBEDMENT
SHIM SPACE
1/2"
MIN
EDGE
INTERIOR
DISTANCE
#10 WOOD
SCREW
WOOD FRAMING
EXTERIOR
OR 2X BUCK
BY OTHERS
BACKER ROD _
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
SIGNED: 0212712020
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LUIS R. Lomas P.E.
FL NO.: 62514
KNTS °ATE 12/09/2014sO5 EEr7OF 11
L. ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE, NC27023
434-668-0609 dlomas0hfomasve.com
METAL
STRUCTURE
BY OTHERS
APPROVED
SEALANT
BACKEf
& APPI
SE
STRU,
BY 0'
1 /2" MIN
EDGE DISTANCE
1/4" MAX.
SHIM SPACE
li url `— #10 SMS OR
SELF DRILLING
SCREW
INTERIOR
EXTERIOR
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
SILL TO BE SET
IN A BED OF
APPROVED
STRUCTURAL
SEALANT
1 /4" MAX.
SHIM SPACE
'
REVISIONS
h
REV
DESCRIPTION
DATE
APPROVED
A
REVISED ANCHOR SPACING & CHARTS
07/11/16
R.L.
'
8
REVISED GLASS
10/02/17
R.L.
1/4".MAX.
SHIM -SPACE
#10 SMS OR
SELF DRILLING
INTERIOR
SCREWS
T_
1/2"
MIN.
EDGE
DISTANCE
T
EXTERIOR
METAL
BACKER ROD
STRUCTURE
& APPROVED
BY OTHERS
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
SIGNED: 0212712020
MI WINDOWSD DOOLLC
11111
650T MARKET STREET
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Luis R. Lomas P.E.
FL No.: 62514
KALE DATE
NTS 12/09/2014 8 OF 11
L ROBERTO LOMAS P.E.
1432 WOODFORD RDLEWISVILLE, IVC27023
434-688-0609 Alomas@Irlomaspe.com
2 1 /2" MIN.
EDGE DISTANCE
CONCRETE/MASONRY
BY OTHERS
d o d °
OPTIONAL 1X BUCK ° d EMBEDMENT
SEE NOTES 3 — 7
SHEET 1
a
1 /4" MAX.
BACKER ROD SHIM SPACE
& APPROVED
SEALANT
3/16" TAPCON
INTERIOR
EXTERIOR
SILL TO BE SET
BACKER ROD
IN A BED OF
& APPROVED
APPROVED
STRUCTURAL
SEALANT
- - - -
-SEALANT
OPTIONAL 1X BUCK
1/4" MAX.
SEE NOTE 3 — 7
SHIM SPACE
SHEET 1
CONCRETE/MASONRY
BY OTHERS
n•
° ' 4' ° ,
°
VERTICAL CROSS SECTION
CONCRETE/MASONRY INSTALLATION
1 1/4't MIN.
EMBEDMENT
CONCRETE/MASONRY
BY OTHERS
3/16" TAPCON
2 1/2-
MIN.
EDGE
DISTANCE
I
REVISIONS
DESCRIPTION DATE APPROVED
REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
REVISED GLASS 10/02/17 R.L.
OPTIONAL 1 X BUCK
SEE NOTES 3 — 7
SHEET 1
- F . _
1 /4" MAX.
SHIM SPACE
INTERIOR
\ EXTERIOR
BACKER ROD
& APPROVED ; --
SEALANT
JAMB INSTALLATION. DETAIL .
CONCRETEMASONRY 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
MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
36" X 84"— LMI
FINLESS INSTALLATION DETAILS
111D—
N: OWG NO,
N.G. 08-02545
SCALE NTS DATE 12/09/2014 . SNIT 9 OF 11
L ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE, NC27023
434-688-0609 Alomas(gldomaspeaom
SIGNED: 0212712020
0 (/z
A0T
AL
Luis R. Lomas P.E.
FL No.: 62514
REVISIONS
1 1/4° MIN.
REV DESCRIPTION DATE APPROVED
APPROVED
SEALANT
EMBEDMENT
A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
BEHIND FIN
WOOD
FRAMING
B REVISED GLASS 10/02/17' R.L.-
BY OTHERS
{
1 /4" MAX.
F SHIM SPACE
7/16" MIN r
EDGE DISTANCE
MAX
#8 WOOD SCREW
WO OD FRAMING
SHIM"SPACE
BY OTHERS
,
#8 WOOD
SCREW
1 1 /4"
INTERIOR
MIN.
EMBEDMENT
EXTERIOR
INTERIOR
APPROVED
SEALANT
BEHIND FIN
7/16" MIN EXTERIOR
EDGE DISTANCE
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
L�
NOTES:
1 / 4" MAX
1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS,
SHIM SPACE
NOT SHOWN FOR CLARITY.
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
—f
DESIGNED IN ACCORDANCE WITH E2112
SIGNED: 0212712020
7/i6" MIN �-
EDGE DISTANCE
MI WINDOWS AND DOORS, LLC
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SEALANT
FIN INSTALLATION DETAILS
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SCALE DATE
NTS 12/09/2014 10 OF 11
L. ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE, NC 27023
LUIS R. Lomas P.E.
FL NO.: 62514
434-666.0609 Alum C&NOMSPO mm
2 3/16" 1 7/8"
13/16" 2 3/16"
LT====J' L
FLANGE FRAME HEAD FLANGE FRAME JAMB
CM-18501 CM-18603
ALUMINUM6063-T5.050"THICK ALUMINUM6063-T5.050"THICK
2 5/16" —I 2 5/16"
2 13/1
FLANGE FRAME SILL FINLESS FRAME SILL
CM-18502 CM-18554
ALUMINUM 6063-T5.055' THICK ALUMINUM 6063-T5.055" THICK
2 3/16" —{
1 5p7FJ
FINLESS FRAME HEAD
CM-18553
ALUMINUM 6063-T5.050" THICK
2 5/16" —I
3 3/4"
FIN FRAME SILL
CM-18509
ALUMINUM 6063-T5.055" THICK
1 3/8'f—
2 3/16"
FINLESS FRAME JAMB
CM-18513
ALUMINUM 6063-T5.050" THICK
2 3/16" �{
2 5/16"
FIN FRAME HEAD
CM-18508
ALUMINUM 6063-T5.050" THICK
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
B REVISED GLASS 10/02/17 R.L.
5/8"
1/8" ANN.
3/32 ANN.
090 PVB BY KURARAY
3/32" ANN.
EXTERIOR
METAL REINFORCED
BUTYL SPACER
INTERIOR
1/2" BITE
SILICONE
SEALANT
SETTING BLOCK
GLAZING
DETAIL
1 7/16" 2 3/8"
T--- F
1 5/8" � 1 1/8"
Iff L
2 5/16" 2 3/16"
L 2"
LOCK RAIUSTILE SASH BOTTOM RAIL MEETING RAIL FIN FRAME JAMB
CM-18505- - - -- CM-18555 - - CM-18504 - - - - - CM-18510_ - -
ALUMINUM6063-T5.062"THICK ALUMINUM6063-T5.050"THICK ALUMINUM6063-T5.055"THICK ALUMINUM6063-T5.050"THICK
SIGNED: 0212712020
1 /8" -{ 1 3/8"
Ml 650DOW WEST MARKET
DOOREET LLC `\````Sfk tl 0�/////.
1„ 15/16" GRATZ, PA 17030-0370 •��GEN+'9�y�G
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CM-18535 ALUMINUM6063-T5.050"THICK DRAWN: DWG N0. REV i�'�'•'cC OP•�ii��
RIGIDPVC.050"THICK ��FS••OR► .`G\.
SCALE DATE 08 SO 545 B ////S�ONA', E `\N
NTS 12/09/2014 11 OF 11
L ROBERTO I OMAS P.E. I LUIS R. Lomas P.E.
1432 WOODFORD RDLEWISVILLE, KC27023 FL No62514
434-M8-0609 dlomas@hlommpe.aom