HomeMy WebLinkAboutProduct Approval (4) Florida Building Code Online Page 1 of 4
RECEIVED NOV 415
k"
Florida Depaamentq BCIS Home *Log In User Registration Hot Topics Submit Surcharge Stats&Facts i Publications FBC Staff , BCIS Site Map Links �w Search
Business
Professibl a'l (AUSER:Prod
uct
PubliccUpseroval
Regulation I
Y1�LiiYl1'�11 � Product Approval Menu>Product or Application Search>Aoolication List>Application Detail
f to FL# FL17499
Application Type New
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 C
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 Windows
Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency American Architectural Manufacturers Association
Validated By Steven M. Urich,PE
Lid Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA 506 2008
AAMA/WDMA/CSA 101/I.S.2/A440 2008
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 02/18/2015
Date Validated 02/18/2015
Date Pending FBC Approval
Date Approved 02/21/2015
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvj Qiz6... 11/10/2015
Florida Building Code Online Page 2 of 4
Summary of Products
FL# Model,Number or Name Description
1� 9Q: -185--SH,,`�,aY 52x7L/Flange=Frame_IG/SG_Impact Sln:gle_HuOg
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL17499 RO C CAC MI Windows- 185 SH (Fin)Impa
Approved for use outside HVHZ:Yes (2).ndf
Impact Resistant:Yes FL17499 RO C CAC MI Windows-185 SH(Fin)Impact
'Design Pressure: +55/-55 3 . df
Other: R-PG55,Missile Level D,Wind Zone 3.Glass to be FL17499 RO C CAC MI Windows- 185 SH(Flange)Impact
bedded in Pecora 896 sealant. (2).Ddf
FL17499 RO C CAC MI Windows-185 SH(Flange)Impact
S . df
Quality Assurance Contract Expiration Date
10/10/2018
Installation Instructions
FL17499 RO II 08-02544.pdf
Verified By: Luis R Lomas PE 62514
Created by�Independent Third Party:Yes
Evaluation Reports
FL17499 RO AE E1726 O1-02 Impact 513320 08-2544 pdf
Created by Independent Third Party:Yes
17499.2 185 SH 52x84 Fin/Flange Frame IG/SG Single Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL17499 RO C CAC APC(13362)E1725 01-109-47-RO 18
Approved for use outside HVHZ:Yes SH(FLG waiver)5-8IG 1-8A 52 1-8X84 R60(100918)pdf
Impact Resistant:No FL17499 RO C CAC MI Windows- 185 SH(Fin)(10)_pdf
Design Pressure: +60/-60 FL17499 RO C CAC MI Windows-18S SH(Fin)(9)pdf
Other: R-PG55 FL17499 RO C CAC MI Windows- 185 SH(Flangg)(91 pdf
Quality Assurance Contract Expiration Date
10/09/2018
Installation Instructions
FL17499 RO II 08-02546.Ddf
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 RO AE E1725-E1730 Non Impact 513322 08-
2546.12df
Created by Independent Third Party:Yes
17499.3 185 SH 36x84 Fin/Flange Frame IG/SG Impact Single Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL17499 RO C CAC MI Windows-185 SH(Fin)Impac
Approved for use outside HVHZ:Yes (4).Ddf
Impact Resistant:Yes FL17499 RO C CAC MI Windows-185 SH(Fin)Impact(5)
Design Pressure: +55/-55 Done.pdf
Other: R-PG55*,Missile Level D,Wind Zone 3.Glass to be FL17499 RO C CAC MI Windows-185 SH(Flange)Impact
bedded in Pecora 896 sealant. (3).pdf
FL17499 RO C CAC MI Windows- 185 SH(Flange)Impact
4 . df
Quality Assurance Contract Expiration Date
10/17/2018
Installation Instructions
FL17499 RO II 08-02545.pdf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 RO AE E1729.01-.02 Impact 513321 08-2545.})df
Created by Independent Third Party: Yes
17499.4 185 SH 52x72 Fin/Flange Frame IG/SG Single Hung Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL17499 RO C CAC APC(13361)E1726 01-109-47-RO 185
Approved for use outside HVHZ:Yes SH(FLG waiver).pdf
Impact Resistant:No FL17499 RO C CAC MI Windows-185 SH(Fin)(11).ndf
Design Pressure:+60/-60 FL17499 RO C CAC MI Windows- 185 SH(Fin)(12).Ddf
Other:R-PG60 FL17499 RO C CAC MI Windows- 185 SH(Flange)
SO .ndf
Quality Assurance Contract Expiration Date
10/08/2018
Installation Instructions
FL17499 RO II 08-02549.pdf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party:Yes
Evaluation Reports
FL17499 RO AE E1726 Non Impact 513327 08-2549.pdf
Created by Independent Third Party: Yes
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvj Qiz6... 11/10/2015
Florida Building Code Online Page 3 of 4
17499.5 1185 SH 36x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL17499 RO C CAC APC(13363)E1729.01-109-47-RO 185
Approved for use outside HVHZ:Yes SH(FLG waiver).pdf
Impact Resistant:No FL17499 RO C CAC MI Windows- 185 SH(Fin)(13)Ddf
Design Pressure:+60/-60 FL17499 RO C CAC MI Windows-185 SH(Fin)(14).pdf
Other: R-PG60* FL17499 RO C CAC MI Windows-185 SH(Flange)
li df
Quality Assurance Contract Expiration Date
10/17/2018
Installation Instructions
FL17499 RO II 08-02550.pddf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 RO AE E1729 Non Impact 513328 08-2550 Ddf
Created by Independent Third Party: Yes
17499.6 185 Triple SH 111x72 Fin Frame IG/SG Single Hung 11002 Flange Frame
IG/SG Single Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL17499 RO C CAC MI Windows-185 SH Triple(Fin)
Approved for use outside HVHZ:Yes 3 . df
Impact Resistant:No FL17499 RO C CAC MI Windows-185 SH Triple(Fin)
Design Pressure:+50/-50 (4).Ddf
Other: R-PG50* FL17499 RO C CAC MI Windows-185 SH Triple(Flange)
(3).ndf
FL17499 RO C CAC MI Windows-185 SH Triple(Flange)
(4).pd!
Quality Assurance Contract Expiration Date
10/20/2018
Installation Instructions
FL17499 RO II 08-02548.Ddf
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 RO AE E2134-37 Non Impact Triple 513324 08-
2548.Ddf
Created by Independent Third Party:Yes
17499.7 185 Twin SH 10602 Fin Frame IG/SG Single Hung 10502 Flange Frame
IG/SG Single Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL17499 RO C CAC MI Windows-185 SH Twin(Fin)
Approved for use outside HVHZ:Yes (3).pdf
Impact Resistant:No FL17499 RO C CAC MI Windows-185 SH Twin(Fin)
Design Pressure: +45/-45 (4).Ddf
Other: R-PG45 FL17499 RO C CAC MI Windows-185 SH Twin(Flange)
(3).Ddf
FL17499 RO C CAC MI Windows-185 SH Twin(Flange)
(4).odf
Quality Assurance Contract Expiration Date
10/20/2018
Installation Instructions
FL17499 RO II 08-02547.pdf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party:Yes
Evaluation Reports
FL17499 RO AE E2134-37 Non Impact Twin 513323 08-
2547.Ddf
Created by Independent Third Party:Yes
Back Next
Contact Us::1940 North Monroe Street.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:
cCGe 4 M
st`CUrit139F Rte.T
http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtCUGgvj Qiz6... 11/10/2015
AAMA
(Validator/Operations Administrator) CERTIFICATION PROGRAM
AUTHORIZATION FOR PRODUCT CERTIFICATION
MI Windows&Doors,LLC
P.O.Box 370
Gratz,PA 17030-0370
Attn: Rick Sawdey
The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approval is
based successful completion of tests,and the reporting to the Administrator of the results of tests,accompanied by related drawings,by an
AAMA Accredited Laboratory.
1.The listing below will be added to the next published AAMA Certified Products Directory.
SPECIFICATIONS
RECORD OF PRODUCT TESTED
AAMA/WDMA/CSA 101/I.S.2/A440-08 HAMA 506
R-PG55-1324x1819(52x72)-H
COMPANY AND CODE Missile Level:D CPD SERIES MODEL& MAXIMUM SIZE TESTED
Rating:+55/-55,52x72 NO. PRODUCT DESCRIPTION
Wind Zone:3
Rating above conforms 185 SH(FIN) FRAME(mm) SASH(mm)
MI Windows&Doors,LLC to the requirements of: 13275 (AL)(O/X)(OG) 1324 x 1819 1295 x 914
Code:MTL ASTM E1886 (PVB LAM GL)(ASTM) (4'4"x 6'0") (4'3"x 3'0")
and E1996
2.This Certification will expire October 10,2018 and requires validation until then by continued listing in the current AAMA Certified
Products Directory.
3.Structural Test&Report By: Missile Impact Test&Report By:
Architectural Testing,Inc. Architectural Testing,Inc.
Report No: E1726.01-109-47 Report No: E1726.02-109-47
Date of Report: October 31,2014 Date of Report: October 31,2014
Validated for Certification
h, 4aL
Aoci ted Laboratories, Inc.
Date: November 4,2014(Revised November 10,2014) Authorized for Certification
Cc: AAMA D��"
JGS
ACP-14 (Rev. 1/11) America rchitectural Manufacturers Association
AAMA
(Validator/Operations Administrator) CERTIFICATION PROGRAM
AUTHORIZATION FOR PRODUCT CERTIFICATION
MI Windows&Doors,LLC
P.O.Box 370
Gratz,PA 17030-0370
Attn: Rick Sawdey
The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approval is
based successful completion of tests,and the reporting to the Administrator of the results of tests,accompanied by related drawings,by an
AAMA Accredited Laboratory.
1.The listing below will be added to the next published AAMA Certified Products Directory.
SPECIFICATIONS
RECORD OF PRODUCT TESTED
AAMA/WDMA/CSA 101/i.S.2/A440-08 HAMA 506
R-PG55-1324x1819(52x72)-H
COMPANY AND CODE Missile Level:D CPD SERIES MODEL& MAXIMUM SIZE TESTED
Rating:+55/-55,52x72 NO. PRODUCT DESCRIPTION
Wind Zone:3
Rating above conforms 185 SH(FIN) FRAME(mm) SASH(mm)
MI Windows&Doors,LLC to the requirements of: (AL)(O/X)(OG)
13276 1324 x 1819 1295 x 914
Code:MTL ASTM E1886 (INS PVB LAM GL) (4'4"x 6'0") (4'3"x 3'0")
and E1996 (ASTM)
2.This Certification will expire October 10,2018 and requires validation until then by continued listing in-the current AAMA Certified
Products Directory.
3.Structural Test&Report By: Missile Impact Test&Report By:
Architectural Testing,Inc. Architectural Testing,Inc.
Report No: E1726.01-109-47 Report No: E1726.02-109-47
Date of Report: October 31,2014 Date of Report: October 31,2014
Validated for Certification
Aoci ted Laboratories, Inc.
Date: November 4,2014(Revised November 10,2014) Authorized for Certification
Cc: AAMA =_"
JGS
ACP-14 (Rev. 1/11) AmericYn Architectural Manufacturers Association
AAMA
(Validator/Operations Administrator) CERTIFICATION PROGRAM
AUTHORIZATION FOR PRODUCT CERTIFICATION
MI Windows&Doors,LLC
P.O.Box 370
Gratz,PA 17030-0370
Attn: Rick Sawdey
The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approval is
based successful completion of tests,and the reporting to the Administrator of the results of tests,accompanied by related drawings,by an
AAMA Accredited Laboratory.
1.The listing below will be added to the next published AAMA Certified Products Directory.
SPECIFICATIONS
RECORD OF PRODUCT TESTED
AAMAIWDMA/CSA 101/I.S.2/A440-08 HAMA 506
R-PG55-1324x1819(52x72)-H
COMPANY AND CODE Missile Level:D CPD SERIES MODEL& MAXIMUM SIZE TESTED
Rating:+55/-55,52x72 NO. PRODUCT DESCRIPTION
Wind Zone:3
Rating above'conforms 185 SH(FLANGE) FRAME(mm) SASH(mm)
MI Windows&Doors,LLC to the requirements of. 13277 (AL)(O/X)(OG) 1324 x 1819 1295 x 914
Code:MTL ASTM E1886 (PVB LAM GL)(ASTM) (4'4"x 6'0") (4'3"x 3'0")
and E1996
2.This Certification will expire October 10,2018 and requires validation until then by continued listing in the current AAMA Certified
Products Directory.
3.Structural Test&Report By: Missile Impact Test&Report By:
Architectural Testing,Inc. Architectural Testing,Inc.
Report No: E1726.01-109-47 Report No: E1726.02-109-47
Date of Report: October 31,2014 Date of Report: October 31,2014
Validated for Certification
'hl 4aL
Aoci ted Laboratories, Inc.
Date: November 4,2014(Revised November 10,2014) Authorized for Certification
Cc: AAMA D��"
JGS
ACP-14 (Rev. 1/11) Americ Architectural Manufacturers Association
1`
AAMA
(Validator/Operations Administrator) CERTIFICATION PROGRAM
AUTHORIZATION FOR PRODUCT CERTIFICATION
MI Windows&Doors,LLC
P.O.Box 370
Gratz,PA 17030-0370
Attn: Rick Sawdey
The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approval is
based successful completion of tests,and the reporting to the Administrator of the results of tests,accompanied by related drawings,by an
AAMA Accredited Laboratory.
1.The listing below will be added to the next published AAMA Certified Products Directory.
SPECIFICATIONS
RECORD OF PRODUCT TESTED
AAMAMDMA/CSA 101/I.S.2/A440-08 HAMA 506
R-PG55-1324x1819(52x72)-H
COMPANY AND CODE Missile Level:D CPD SERIES MODEL& MAXIMUM SIZE TESTED
Rating:+55/-55,52x72 NO. PRODUCT DESCRIPTION
Wind Zone:3
Rating above conforms 185 SH(FLANGE) FRAME(mm) SASH(mm)
MI Windows&Doors,LLC to the requirements of: 13291 (AL)(O/X)(OG)
Code:MTL ASTM E1886 (INS PVB LAM GL) 1324 x 1819 x 914
and E1996 (ASTM) (4'4"x 6'0") (44''33""x 3'0")
2.This Certification will expire October 10,2018 and requires validation until then by continued listing in the current AAMA Certified
Products Directory.
3.Structural Test&Report By: Missile Impact Test&Report By:
Architectural Testing,Inc. Architectural Testing,Inc.
Report No: E1726.01-109-47 Report No: E1726.02-109-47
Date of Report: October 31,2014 Date of Report: October 31,2014
Validated for Certification
Aoci ted Laboratories, Inc.
Date: November 10,2014 Authorized for Certification
Cc: AAMA D��Vz�
JGS
ACPA4 (Rev.1/11) Ameri nArchitecturalManufacturersAssociation
REVISIONS
REV DESCRIPTION DATE APPROVED
NOTES: 15. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE
REQUIREMENTS OF THE FLORIDA BUILDING CODE. DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 16. FOR ANCHORING INTO METAL STRUCTURE USE #8 SMS OR SELF DRILLING SCREWS WITH
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL.
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 17. ALL FASTENERS TO BE CORROSION RESISTANT.
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE 18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI.
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER).
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 1/8" THICK MINIMUM
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: ALUMINUM 6063—T5.
12. UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 2 FOR GLASS OPTIONS.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
14. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
SIGNED: 12/17/2014
M650IWDOWESTMA KETS DSDOORS 5\RIILO/
TABLE OF CONTENTS GRATZ, PA 17030-0370 .��pENS�9��i�
SHEET NO. DESCRIPTION SERIES 185 ALUMINUM SINGLE HUNG WINDOW _*�•//�;U�o 51
1 NOTES 52"X7LMI
NOTES �qs• TAT OF04
2 ELEVATIONS & GLASS OPTIONS- DRAWN: DWG NO. REI %�'OFS'�CpIj�OQ;G`�'�\�
4 — 7 INSTALLATION DETAILS scA E DATE 08-02544 — ///S/ONA;1S�'\?l
8 COMPONENTS NTS 12/09/14 1 OF 8
REVISIONS
52" MAX FRAME WIDTH 52" MAX FRAME WIDTH REV DESCRIPTION DATE APPROVED
11 11
2" MAX MAX10.C. 2" MAX 2" MAX MAXOO.C. 2" MAX
CHART#1
Number of anchor locations required
Frame Frame Width(in)
2" MAX Height 78.00 24.00 30.00 36.00 42.00 48.00 52.00
/ 2" MAX (in) Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb Head I Jamb Head Jamb
/ 24.00 3 3 3 3 4 3 4 3 5 3 5 1 3 6 3
" 30.00 3 4 3 4 4 4 4 4 5 4 5 4 6 4
11 MAX
O.C. / O / O 36.00 3 4 3 4 4 4 4 4 5 4 5 4 6 4
T / 42.00 3 5 3 5 4 5 4 5 5 5 5 5 6 5
} 10" MAX / 48.00 3 5 3 5 4 5 4 5 5 5 5 5 6 5
O.C. 54.00 3 6 3 6 4 6 4 6 5 6 5 6 6 6
72" 60.00 3 7 3 7 4 7 4 7 5 7 5 7 6 7
MAX 72 -� 66.00 3 7 3 7 4 7 4 7 5 7 5 7 6 7
FRAME MAX 72.00 1 3 1 8 3 8 1 4 1 8 1 4 8 5 1 8 1 5 8 6 8
FRAME
HEIGHT
HEIGHT
Q n / CHART#2
/
/ ILJI Number of anchor locations required
Frame Frame Width(in)
X
Height � 18.00 24.00 30.00 36.00 42.00 48.00 52.00
(in) H&S Jamb H&S Jamb H&S IJamb H&S Jamb H&S IJamb H&S Jamb H&S Jamb
2" MAX24.00 3 3 3 3 4 3 5 3 5 3 6 3 6 3 L
r 2 MAX 30.00 3 4 3 4 4 4 5 4 5 4 6 4 6 4
136.00 3 5 3 5 4 5 5 5 5 5 6 5 6 5
42.00 3 5 3 5 4 5 5 5 5 5 6 5 6 5
185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW 48.00 3 6 3 6 4 6 5 6 5 6 6 66 6
EXTERIOR VIEW EXTERIOR VIEW 54.00 3 6 3 6 4 6 5 6 5 6 6 6 6 6
FLANGE&FINLESS INSTALLATION FININSTALLATION 60.00 3 7 3 7 4 7 5 7 5 7 6 7 6 7
SEE CHART#1 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART#2 FOR SMALLER UNITS REQUIRED ANCHORS 66.00 3 8 1 3 1 8 4 8 1 5 8 5 8 6 1 8 6 1 8
72.00 3 1 8 3 1 8 1 4 8 5 1 8 1 5 1 8 6 8 6 1 8
DESIGN PRESSURE RATING IMPACT RATING
±55.OPSF LARGE
MISSILE IMPACT HARDWARE SCHEDULE
MISSILE LEVEL D,WIND ZONE A, (2)METAL SWEEP LOCK AT 8"FROM EACH END INTERIOR MEETING RAIL
B. (2)BLOCK AND TACKLE BALANCE AT IAMBS
5/8"
NOTES:
1. MAXIMUM SASH SIZE: 51" X 36".
1/8" ANN. 1/8" ANN. 3/8" 2. MAXIMUM SASH D.L.O.: 47 5/8" X 32 1/2".
1/8" ANN. 1/8" ANN 2. MAXIMUM FIXED D.L.O.: 49 3/8" X 32 1/2".
.090 PVB .090 PVB
SIGNED: 12/17/2014
METAL REINFORCED 1/8" ANN.
BUTYL SPACER MI WINDOWS AND DOORS .01,I111((1111f
EXTERIOR EXTERIOR 650 WEST MARKET STREET ����5 R. Lp�/i��
J INTERIOR INTERIOR GRATZ, PA 17030-0370 �v•��GENS+�9�i�i�
1/2" BITE SILICONE SILICONE
1/2" BITE SERIES 185 ALUMINUM SINGLE HUNG WINDOW *�•/�1 py6}51
SEALANT SEALANT _ (,(fir
52"X72"- LMI ��y([�n \
ELEVATIONS & GLASS OPTIONS �� $TAT OF
SETTING BLOCK SETTING BLOCK DRAWN: DWG NO. REV �i��'cF• Z P'•
ORlO. .
GLAZING DETAIL A GLAZING DETAIL 8 N.G.AATE G. 08-02544
8 s2 44
NTS 12/09/14 2 OF 8
1/2" MIN REVISIONS
EDGE DISTANCE REV DESCRIPTION DATE APPROVED
WOOD FRAMING 3/4" MIN
OR 2X BUCK EDGE DISTANCE
BY OTHERSYSHIM
+ METAL 1 1/4" MIN. 1/4" MAX.
1 1/4" MIN. STRUCTURE EMBEDMENT SHIM SPACE
EMBEDMENT BY OTHERS 1/4" MAX.
SHIM SPACE
BACKER ROD � INTERIOR
& APPROVEDMAX. F 1/2" MIN
SEALANTPACE APPROVED EDGE DISTANCE
SEALANT
#8 WOOD SCREW #8 WOOD
#8 SMS OR SCREW
SELF DRILLING WOOD FRAMING EXTERIOR
SCREW OR 2X BUCK BACKER ROD
BY OTHERS & APPROVED
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
INTERIOR
EXTERIOR INTERIOR1/4" MAX.
EXTERIOR SHIM SPACE
#8 SMS OR INTERIOR
SELF DRILLING
SCREWS
SILL TO BE SET T
N A BED OF 3/4" MIN.
APPROVED SILL TO BE SET EDGE DISTANCE
STRUCTURAL IN A BED OF
BACKER ROD SEALANT APPROVED
& APPROVED STRUCTURAL EXTERIOR
"SEALANT 1/4" MAX. BACKER ROD SEALANT METAL
SHIM SPACE & APPROVED STRUCTURE BACKER ROD
SEALANT 1/4" MAX. BY OTHERS & APPROVED
WOOD FRAMING SHIM SPACE SEALANT
OR 2X BUCK
BY OTHERSMETAL
STRUCTURE JAMB INSTALLATION DETAIL
BY OTHERS METAL STRUCTURE INSTALLATION
SIGNED: 12/17/2014
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION VERTICAL CROSS SECTION MSGRA50 T�EST WINDOWS 1 AND SODOORS `vTREET J`s CES ��'//
METAL STRUCTURE INSTALLATION
NOTES: SERIES 185 ALUMINUM SINGLE HUNG WINDOW *4"TAT
0
52"X72"- LMI
51 *=
_1.INTERIORANDEXTERIORFINISHES,BYOTHERS, OFNOT SHOWN FOR CLARITY. FLANGE INSTALLATION DETAILS �p•
2.DESIGNED PERIMETER ACCORDANCE AND
JOINT
SEALANT BY OTHERS
T E 2S TO BE DRAWN: DWG N0. JR- %0'OFS'cI QR�OP
08-02544 ONAL V"G\\\�\
SCALE DATE 12/09/14 E3 OF 8 1/111111110
�
2 1/2" MIN. REVISIONS
EDGE DISTANCE REV DESCRIPTION DATE APPROVED
CONCRETE/MASONRY
BY OTHERS
a a ° °
OPTIONAL 1X BUCK ° °°' d 1 1/4" MIN.
SEE NOTES 3 — 7 ° EMBEDMENT 1 1/4" MIN.
SHEET 1 EMBEDMENT
CONCRETE/MASONRY HIM MAX.
1/4" MAX.
BY OTHERS SHIM SPACE
BACKER ROD SHIM SPACE
& APPROVED
v
SEALANT
3/16" TAPCON 3/16" TAPCON >a
a INTERIOR
EXTERIOR INTERIOR 2 1/2" °
MIN.
EDGE a
DISTANCE
EXTERIOR
BACKER ROD
& APPROVED
OPTIONAL 1X BUCK SEALANT
SEE NOTES 3 — 7
SILL TO BE SET SHEET 1 JAMB INSTALLATION DETAIL
BACKER ROD IN A BED OF CONCRETEIMASONRY INSTALLATION
APPROVED
& APPROVED
SEALANT STRUCTURAL
SEALANT
OPTIONAL 1X BUCK " OTES:
AM
D,--
14MAX.MAX
SEE NOTE 3 — 7 / 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
71
SHEET 1 SHIM SPACE NOT SHOWN FOR CLARITY.
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
CONCRETE/MASONRY
BY OTHERS , ° ° SIGNED: 12/17/2014
a° ° ° a MI WINDOWS AND DOORS ����7111IUI��i
. ° 650 WEST MARKET STREET `�\\J\s R' L..t'
g a °` GRATZ, PA 17030-0370 `v•��GENs�9��G
SERIES 185 ALUMINUM SINGLE HUNG WINDOW _*• 0y6�51 k=
52"X72"— LMI � ( �
VERTICAL CROSS SECTION FLANGE INSTALLATION DETAILS
i6.P•.F
CONCRETE/MASONRYINSTALLATION NRAOwN: owc No. 08-02544 REv ��/�iS�s�OR10
SCALE NT$ DATE 12/09/14 SHE OF 8
1/2" MIN REVISIONS
EDGE DISTANCE REV DESCRIPTION DATE APPROVED
WOOD FRAMING 3/4" MIN
OR 2X BUCK EDGE DISTANCE
BY OTHERS > < METAL 1 1/4" MIN. 1/4" MAX.
STRUCTURE EMBEDMENT SHIM SPACE
BY OTHERS 1/4" MAX.
SHIM SPACE
-� INTERIOR
BACKER ROD 1/4" MAX.
& APPROVED SHIM SPACE � 1/2" MIN
SEALANT APPROVED EDGE DISTANCE
SEALANT
#8 WOOD SCREW #8 WOOD
SCREW
#8 SMS OR EXTERIOR
EXTERIOR SELF DRILLING WOOD FRAMING
SCREW OR 2X BUCK BACKER ROD
BY OTHERS & APPROVED
INTERIOR SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
EXTERIOR INTERIOR 1/4" MAX.
SHIM SPACE
#8 SMS OR INTERIOR
SELF DRILLING
SCREWS
SILL TO BE SET
IN A BED OF SILL TO BE SET 3/4" MIN.
APPROVED IN A BED OF EDGE DISTANCE
STRUCTURAL APPROVED
BACKER ROD SEALANT STRUCTURAL EXTERIOR
& APPROVED BACKER ROD SEALANT
SEALANT 1/4" MAX. & APPROVED
WOOD FRAMING SHIM SPACE SEALANT SHIM SPACE METAL BACKER ROD
1/4" MAX. STRUCTURE & APPROVED
OR 2X BUCK BY OTHERS SEALANT
BY OTHERS METAL
STRUCTURE JAMB INSTALLATION DETAIL
BY OTHERS METAL STRUCTURE INSTALLATION
SIGNED: 12/17/2014
VERTICAL CROSS SECTION
WOOD FRAMING OR2XBUCK INSTALLATION VERTICAL CROSS SECTION M650IWDSOTWMARKET
DSTREET
DOORS t/0 /////
METAL STRUCTURE INSTALLATION GRATZ, PA 17030-0370 `��•��CENS+�.'9sf�i�
NOTES: SERIES 185 ALUMINUM SINGLE HUNG WINDOW _*• 0 51 7t=
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 52"X72"- LMI
FINLESS INSTALLATION DETAILS r STAT OF
NOT SHOWN FOR CLARITY. W z
2.PERIMETER AND JOINT SEALANT BY DESIGNED IN ACCORDANCE WITH ASTM E2E ZS TO BE DRAWN: Dwc NO.
REV
'cFS.c�
ISCALIE NTS DATE 12/09/14 08-02544S"EEr5OF 8
2 1/2" MIN*3/16"
REVISIONS
REV DESCRIPTION DATE APPROVED
CONCRETE/MASONRYBY OTHERSOPTIONAL 1X BUCKc ° 1EMFOMENTSEE NOTES 3 — 7 1 1/4" MIN.
SHEET 1 EMBEDMENT
CONCRETE/MASONRY
" MAX. BY OTHERS OPTIONAL 1X BUCK
BACKER ROD SPACE SEE NOTES 3 — 7
& APPROVED °c SHEET 1
SEALANT TAPCON 3/16" TAPCON
1/4
" MX.
E
° NTERIOR
Irm
EXTERIOR INTERIOR 2 1/2" °
MIN. v °
EDGE °
DISTANCE °
° EXTERIOR
J
& APPROVED
SEALANT
SILL TO BE SET JAMB INSTALLATION DETAIL
BACKER ROD IN A BED OF CONCRETEAMASONRY INSTALLATION
APPROVED
& APPROVED
SEALANT STRUCTURAL
SEALANT
OPTIONAL 1X BUCK 1/4" MAX. NOTES:
SEE NOTE 3 — 71.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
SHIM SPACE NOT SHOWN FOR CLARITY.
SHEET 1 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
CONCRETE/MASONRY
BY OTHERS ° .4A SIGNED: 12/17/2014
d MI WINDOWS AND DOORS
650 WEST MARKET STREET \����g R. Lpy/4��
a ° GRATZ, PA 17030-0370 `ter•��GENs�'9s�%
SERIES 185 ALUMINUM SINGLE HUNG WINDOW =*• 0 51 •7t=
52"X72ALMI =•o ff`
VERTICAL CROSS SECTION FINLESS INSTALLATION DETAILS �gf• TAT OF
CONCRETE/MASONRY INSTALLATION DRAWN: DWG N0. REV 0. TAT
:c[pR10P G��`
SO E NTS DATE 12/09/14 OS sOEET640F 8 ////S'CIVA;1�����\
1 1/4" MIN. REVISIONS
EMBEDMENT REV DESCRIPTION DATE APPROVED
#8 WOOD WOOD
SCREW FRAMING
BY OTHERS
1/4" MAX.
SHIM SPACE
7/16" MIN
EDGE DISTANCE
WOOD FRAMING 1/4" MAX
BY OTHERS SHIM SPACE
INTERIOR
1 1 N.
MIN.
EXTERIOR EMBEDMENT
INTERIOR
#8 WOOD
SCREW
7/16" MIN
EDGE DISTANCE
EXTERIOR
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
1/4" MAX NOTES:
SHIM SPACE 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
NOT SHOWN FOR CLARITY.
-� 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
3/8" MIN DESIGNED IN ACCORDANCE WITHASTM E2112
EDGE DISTANCE
#8 WOOD WOOD
SCREW FRAMING SIGNED: 12/17/2014
1 1/4" MIN. BY OTHERS
EMBEDMENT M650 INDOWEST MA KED SDOORS `TREET `\\J\S R I�LIp �///
VERTICAL CROSS SECTION GRATZ, PA 17030-0370 `�,••��GENs�.•S
WOOD FRAMING OR 2X BUCK INSTALLATION
SERIES 185 ALUMINUM SINGLE HUNG WINDOW =*• 0 51 •it=
52"X72"- LMI
FIN INSTALLATION DETAILS �v0• TAT OF
DRAWN: DWG N0. REV ��0��•'c(ORIOP.
N.G. 08-02544 - ///SS%■ ••� \N
SCALE NTS DATE 12/09/14 SHEET7 OF 8 /////OIlA11��\`\
REVISIONS
2 3/16" 1 7/8" 1 3/$'f-- REV DESCRIPTION DATE APPROVED
2 3/16"
13/16" 2 3/16" 2 3/16"
T�j1 5/16" U
-L--
FLANGE FRAME HEAD FLANGE FRAME JAMB FINLESS FRAME HEAD FINLESS FRAME JAMB
CM-18501 CM-18503 CM-18553 CM-18513
ALUMINUM 6063-T5.050"THICK ALUMINUM 6063-T5.050"THICK ALUMINUM 6063-T5.050"THICK ALUMINUM 6063-T5.050"THICK
2 5/16" 2 5/16" - 2 5/16"
2 3/16" 2 3/8"
3 3/8" 2 13/1 E 3 3/4"
2 5/16" 2 3/16"
7rFLANGE FRAME SILL FINLESS FRAME SILL L J�
CM-18502 CIVIL 18554 FIN FRAME SILL FIN FRAME HEAD FIN FRAME JAMB
ALUMINUM 6063-T5.055"THICK ALUMINUM 6063-T5.055"THICK CM-18509 CM-18508 CM-18510
ALUMINUM 6063-T5.055"THICK ALUMINUM 6063-T5.050"THICK ALUMINUM 6063-T5.050"THICK
1 7/16"
1 5/8" � � 1 5/8" 1/8" 1 3/8'•
2 5/16" L_I I �I I-- 7/16
2"
"
1, I I 15/16"
SASH STILE
CM-18507
LOCKRAIUSTILE 15/16" GLAZING BEAD
SASH BOTTOM RAIL MEETING RAIL GLAZING BEAD ALUMINUM 6063-T5.050"THICK
CM-18505 CM-18555 CM-18504 CM-18535 CM-18521
ALUMINUM 6063-T5.062"THICK ALUMINUM 6063-T5.050"THICK ALUMINUM 6063-T5.055"THICK RIGIDPVC.050"THICK RIGID PVC.050"THICK
SIGNED: 12/17/2014
M650 IwDOWESTMARKETS D SDOORS \\`` "R I o
GRATZ, PA 17030-0370r
s,
SINGLE
SERIES 185 ALUMINUM SINGLE HUNG WINDOW =*• 0 51 *=
XNLSI
CO
COMPOPONEENTS TAT OF
DRAWN: DWG NO. REV �O�F '�[pR10P•��'�.�
08
SCALE NTS DATE 12/09/14 SHEET EEr80F 8 /fill%
Ilk
L. Roberto Lomas P.E. Engineering Evaluation Report
233 W.Main St
Danville,VA 24541 Report No.: 513320
434-688-0609
rllomas@lrlomaspe.com
Manufacturer: MI Windows &Doors
650 West Market Street
Gratz, PA, 17030
Product Line: Series 185 Aluminum Single Hung Window 52"x 72"—LMI
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 61 G20-3.005 method 1(a).The product listed
herein complies with requirements of the Florida Building Code.
Supporting Technical Documentation:
1. Approval document:drawing number 08-02544, prepared,signed and sealed by Luis Roberto Lomas P.E.
2. Test report No.: E1726.01-109-47 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: ±60.15psf
Water penetration resistance 9.19psf
3. Test report No.: El 726.02-109-47 signed and sealed by Michel D.Stremmel P.E.
Architectural Testing Inc.,York, PA
ASTM El886-05 and ASTM El 996-12
ASTM E1886/E1996 Large Missile Impact,Level D,Wind Zone 3
ASTM E1886/E1996 Cyclic Load Test,±55.Opsf design pressure
4. Anchor calculations, report number 513320-1,prepared,signed and sealed by Luis Roberto Lomas P.E.
Limitations and Conditions of use:
• Maximum design pressure: ±55.Opsf
• Maximum unit size: 52"x 72"
• Units must be glazed per ASTM E 1300-04,see installation instructions for glass details.
• This product is not rated to be used in the HVHZ.
• This product is impact resistant and does not require impact protection in wind borne debris regions.
• Frame material to be Aluminum 6063-T5.
Installation: Units must be installed in accordance with approval document, 08-02544.
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).
`*4- TAT
051 •yt r
. ...10 OF
w=
��.c�•. ORIDP-
0NAt1����`�
1 of 1 Luis R.Lomas,P.E.
FL No.:62514
12/18/2014