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Florida Building Code Online Page 1 of 4
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Regulation
e i 'sm Product Approval Menu>Product or Aeolic tion Search>Application List>Application Detail
. ' 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 El
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
Chi 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
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDgtCUGgvj Qiz6... 8/19/2015
Florida Building Code Online Page 2 of 4
Summary of Products
FL# Model,Number or Name Description
�1 X17499 185 SH 57FinfFlai7geFIG{SGkTmpacG'�ing�e.Hng
! Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL17499 RO C CAC MI Windows-185 SH(Fin)Impact
Approved for use outs'de HVHZ:Yes (2).odf
Im act`Resis an e FL17499 RO C CAC MI Windows-185 SH(Fin)Impact
VDesigo'-Preseu a`�F55/-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).pdf
FL17499 RO C CAC MI Windows-185 SH (Flange,Impact
(5).pdf
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 E1726.01-.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 185
Approved for use outside HVHZ:Yes SH(FLG waiver)5-8IG 1-8A 52 1-8X84 R60(100918)Ddf
Impact Resistant:No FL17499 RO C CAC MI Windows-185 SH(Fin)(10)Ddf
Design Pressure:+60/-60 FL17499 RO C CAC MI Windows-185 SH(Fin)(9)pdf
Other:R-PG55 FL17499 RO C CAC MI Windows-185 SH(Flange)(9)pdf
Quality Assurance Contract Expiration Date
10/09/2018
Installation Instructions
FL17499 RO II 08-02546.pdf
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.Ddf
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)Impact
Approved for use outside HVHZ:Yes (4). df
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 CACMI Windows-185 SH(Flange)Impact
bedded in Pecora 896 sealant. (3).adf
FL17499 RO C CAC MI Windows-185 SH(Flange)Impact
(4).pdf
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 08-2545.1)d
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).Ddf
Impact Resistant:No FL17499 RO C CAC MI Windows-185 SH(Fin)(11)Ddf
Design Pressure:+60/-60 FL17499 RO C CAC MI Windows-185 SH(Fin)(12).pdf
Other: R-PG60 FL17499 RO C CAC MI Windows-185 SH(Flange)
10 . df
Quality Assurance Contract Expiration Date
10/08/2018
Installation Instructions
FL17499 RO II 08-02549.pd
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 RO AE E1726 Non Impact 513327 08-2S49.1)d
Created by Independent Third Party:Yes
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgtCUGgvi Qiz6... 8/19/2015
Florida Building Code Online Page 3 of 4
i
17499.5 1185 SH 136x84 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-R0 185
Approved for use outside HVHZ:Yes SH(FLG waiver)pdf
Impact Resistant:No FL17499 RO C CAC MI Windows-185 SH(Fin)(13)pdf
Design Pressure:+60/-60 FL17499 RO C CAC MI Windows-185 SH(Fin)(14)Ddf
Other:R-PG60* FL17499 RO C CAC MI Windows-185 SH(Flange)
it df
Quality Assurance Contract Expiration Date
10/17/2018
Installation Instructions
FL17499 RO II 08-02550.0f
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 RO AE E1729 Non Impact 513328 08-2550.pd
Created by Independent Third Party:Yes
17499.6 185 Triple SH 111x72 Fin Frame IG/SG Single Hung 110x72 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).Pdf
Impact Resistant:No FL17499 RO C CAC MI Windows-185 SH Triple(Fin)
Design Pressure:+50/-50 (4).pdf
Other:R-PG50* FL17499 RO C CAC MI Windows-185 SH Triple(Flange)
(3).Ddf
FL17499 RO C CAC MI Windows-185 SH Triple(Flange)
4 . df
Quality Assurance Contract Expiration Date
10/20/2018
Installation Instructions
FL17499 RO II 08-02548.pdf
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 106x72 Fin Frame IG/SG Single Hung 105x72 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).Ddf
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). df
FL17499 RO C CAC MI Windows-185 SH Twin(Flange)
(4).Ddf
Quality Assurance Contract Expiration Date
10/20/2018
Installation Instructions
FL17499 RO II 08-02547.1)df
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
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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 emails 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:
® eCh¢_ M
$cc it'.1t@"rPitcs,
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6... 8/19/2015
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
AAMANVDMA/CSA 1011I.S.2/A440-08 HAMA 506
R-PG55-1324x1819(52x72)-H
COMPANY AND CODE Missile Level: D CPD SERIES MODEL& MAXIMUM SIZE TESTED
Rating:+551-55,52x72 NO. PRODUCT DESCRIPTION
Wind Zone:3
Rating above conforms 185 SH(FLANGE) FRAME(mm) SASH(mm)
MI Windows&Doors,LLC to the requirements of. (AL)(O/X)(OG)
Code:MTL ASTM E1886 13291 (INS PVB LAM GL) 1324 x 1819 1295 x 914
and E1996 (ASTM) (4'4"x 6'0") (4'3"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
.h 4-4—
A4od
d Laboratories, Inc.
Date: November 10,2014 Authorized for Certification
Cc: AAMA D��"
JGS
ACP-14 (Rev. 1/11) Amed Architectural Manufacturers Association
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
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE 16. FOR ANCHORING INTO METAL STRUCTURE USE #8 SMS OR SELF DRILLING SCREWS WITH
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL.
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
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
M650 WINDOWS
WEST MARKEAND STREET \\\\S lR IICO /'
TABLE OF CONTENTS GRATZ, PA 17030-0370 •��CENS 9s!r+
SHEET N0. DESCRIPTION SERIES 185 ALUMINUM SINGLE HUNG WINDOW =*•' 0 61
1 NOTES 52"X7 LMI
NOTES X10, TAT OF
2 ELEVATIONS & GLASS OPTIONS i0.
DRAWN: DWG NO. REV
/���'�CORIOQ::G�'Z'\�
4 8 7 COMPONENTS DETAILS scaE NTS DATE 12/09/14 08-02544SEET0F 8 ,,iSS/ONIAii1S��\\`
REVISIONS
52" MAX FRAME WIDTH 52" MAX FRAME WIDTH REV DESCRIPTION DATE APPROVED
2" MAX MAX1D.C. 2" MAX 2" MAX MAXOO.C. 2" MAX
CHART#1
Number of anchor locations required
r Frame Frame Width(in)
2" MAX J �— Height 18.00 24.00 30.00 36.00 4200 48.00 5200
/ 2�� MAX (in) Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb
/ 24.00 3 3 3 3 4 3 4 3 5 3 5 3 6 3
1 1" MAX 30.00 3 4 3 4 4 4 4 4 5 4 5 4 6 4
O.C. / O / O 36.00 3 4 3 4 4 4 4 4 5 4 5 4 6 4
42.00 3 5 3 5 4 5 4 5 5 5 5 5 6 5
t 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 T— 66.00 3 7 3 7 4 7 4 7 5 7 5 7 6 7
FRAME MAX 72.00 3 8 3 s 4 8 4 e 5 8 5 1 8 6 8
HEIGHT FRAME
HEIGHT
CHART#2
X / Number of anchor locations required
/ `/ / Frame Frame Width(in)
,7C` Height18.00 24.00 30.00 36.00 42.00 48.00 5200
(in) H&S Jamb H&S Jamb H&S Jamb H&S Jamb H&S Jamb H&S Jamb H&S Jamb
2" MAX 2" MAX 24.00 3 3 3 3 4 3 5 3 5 3 3 6 3
6
30.00 3 4 3 4 4 4 5 4 5 4 6 4 6 4
36.00 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 a72.00
3 6 3 6 4 6 5 s 5 s 6 6 6 s
EXTERIOR VIEW EXTERIOR VIEW 3 6 3 6 4 6 5 6 5 6 6 6 6 6
FLANGE&FINLESS INSTALLATION FIN INSTALLATION 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 3 a 3 8 4 8 5 8 5 8 s 8 6 8
3 8 3 8 4 8 5 8 5 ti 6 86 8
DESIGN PRESSURE RATING IMPACT RATING
LARGE
+55.OPSF
MISSILE IMPACT HARDWARESCHEDULE
MISSILE LEVEL D,WIND ZONE 3 A. (2)METAL SWEEP LOCK AT 8"FROM EACH END INTERIOR MEETING RAIL
B. (2)BLOCK AND TACKLE BALANCEATIAMBS
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
EXTERIOR EXTERIOR MIWKED DOORS ` 0\11111,111//
``\ , /zsso WESTMARS
k1l"TERIOR INTERIOR .GRATZ, PA 17030-0370 1/2" BITESILICONESILICONE
SEALANT 1/2" BITE SEALANT SERIES 185 ALUMINUM SINGLE HUNG WINDOW *• 0 51 *
52"X72"L LMI '
ELEVATIONS & GLASS OPTIONS ��0 TAT OF erv�
SETTING BLOCK GLAZING DETAIL A SETTING BLOCK DRAWN: DWG NO. REV ��� •'QCORIOP•���
GLAZING DETAIL B s NTS DATE 12/o9/t 4 08-02544sEET20F a ,'//ss10NA S \\-`\
1/2" MIN REVISIONS
EDGE DISTANCE REV DESCRIPTION
WOOD FRAMING 3/4" MIN
OR 2X BUCK EDGE DISTANCE
BY OTHERS1 7/4" MIN. METAL 1 1/4" MIN. 1/4" MAX.
EMBEDMENT STRUCTURE EMBEDMENT SHIM SPACE
BY OTHERS 1/4" MAX.
CKER ROD SHIM SPACE
&AAPPROVEDYSHIM
MAX. 1/2"" MIN INTERIOR
SEALANTPACE APPROVED EDGE DISTANCE
SEALANT
#8 WOOD SCREW
#8 WOOD
#8 SMS OR SCREW
SELF DRILLING WOOD FRAMING
SCREW OR 2X BUCK EXTERIOR
BY OTHERS BACKER ROD
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
INTERIOR WOOD FRAMING OR 2X BUCK INSTALLATION
EXTERIOR INTERIOR 1/4" MAX.
EXTERIOR SHIM SPACE
#s SMS OR INTERIOR
SELF DRILLING
SCREWS
SILL TO BE SET �-
IN A BED OF 3/4" MIN.
APPROVED SILL TO BE SET EDGE DISTANCE
STRUCTURAL IN A BED OF
Nil
BACKER ROD SEALANT APPROVED +
& APPROVED STRUCTURAL EXTERIOR
SEALANT 1/4" MAX. BACKER ROD SEALANT METAL
SHIM SPACE & APPROVED STRUCTURE BACKER ROD
WOOD FRAMING SEALANT 1/4" MAX. BY OTHERS & APPROVED
OR 2X BUCK SHIM SPACE SEALANT
BY OTHERS METAL
STRUCTURE JAMB INSTALLATION DETAIL
BY OTHERS METAL STRUCTURE INSTALLATION
VERTICAL CROSS SECTION SIGNED: 12/17/2014
WOOD FRAMING OR 2X BUCK INSTALLATION VERTICAL
UOSECTION MI KE D DOORS S► 11,111//
`\J` RL0
650 STREET
METALSTRUCTURE INSTALLATION
GRATZ, PA 17030-0370 =w•�\6ENS*•.�+
NOTES: SERIES 185 ALUMINUM SINGLE HUNG WINDOW *• 0y�j�51 *_
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 52"X72"— LMI Z'
DRAWN:
NOT SHOWN FOR CLARITY. FLANGE INSTALLATION DETAILS REV �—
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE k/Z
DRAWIN G.N: DWG NO. %� 'Q�pR�pP..���
DESIGNED IN ACCORDANCE WITH ASTM E2112 082544
SCALE NTS DATE 1209/14 SHEET F 8
2 1/2" MIN. REVISIONS
EDGE DISTANCE
REV DESCRIPTION DATE APPROVED
CONCRETE/MASONRY . .
BY OTHERS '° a
e °
a
OPTIONAL 1X BUCK °' .' a. 1 1/4" MIN.
SEE NOTES 3 — 7 EMBEDMENT 1 1/4" MIN.
SHEET 1 EMBEDMENT
CONCRETE/MASONRY 1/4" MAX.
SHIM SPACE
1/4" MAX. BY OTHERS
BACKER ROD SHIM SPACE v,
& APPROVED
SEALANT 9
e
3/16" TAPCON 3/16" TAPCON
a INTERIOR
EXTERIOR INTERIOR 2 1/2" IBUCK
MIN.
EDGEDISTANCE
EXTERIOR
BACKER ROD& APPROVED
OPTIONAL SEALANT
SEE NOTES 3 — 7
SHEET 1 JAMB INSTALLATION DETAIL
SILL B BE SET CONCRETE/MASONRYINSTALLATION
BACKER ROD INA BED OF
& APPROVED APPROVED
SEALANT STRUCTURAL
SEALANT
OPTIONAL 1X BUCK 1/4" MAX NOTES.,
SEE NOTE 3 — 7 / 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
SHEET 1 SHIM SPACE NOT SHOWN FOR CLARITY.
2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED INACCORDANCE WITH ASTM E2112
CONCRETE/MASONRY
BY OTHERS ; 4 '.° a SIGNED: 12/17/2014
4.
°< a ;. MIWINDOWSIWDOWEST MARKED STREET IILto41���i.
a ° GRATZ, PA 17030-0370 `�v•�\GENS 9s�ii
SERIES 185 ALUMINUM SINGLE HUNG WINDOW _*• kip X51
52"X72"- LMI
VERTICAL CROSS SECTION a' S( ��
' FLANGE INSTALLATION DETAILS F
�qD• TAT O�
CONCRETEMASONRYINSTALLATION DRAWN: DWG 110. REv 'PFS'cCQR10Q
SCALE NTS DATE 12/09/14 08-02544SHEE74OF 8 /�77s%�IYA�.1��\\�`
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
BACKER ROD �— INTERIOR
& APPROVEDVSHIM
1/2" MIN
SEALANT APPROVED EDGE DISTANCE
SEALANT
#8 WOOD SCREW
#8 WOOD
SCREW
8 SMS OR '
EXTERIOR SELF DRILLING WOOD FRAMING EXTERIOR
SCREW OR 2X BUCK
(�l BY OTHERS BACKER ROD
r 7 & APPROVED
IL("I_J SEALANT
INTERIOR 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
APPROVED IN A BED OF 3E D MIN.
STRUCTURAL APPROVED EDGE DISTANCE
BACKER ROD SEALANT STRUCTURAL �_ EXTERIOR
& APPROVED BACKER ROD SEALANT
SEALANT 1/4" MAX. & APPROVED
SHIM SPACE SEALANT METAL BACKER ROD
WOOD FRAMING —7 1/4 MAX' STRUCTURE & APPROVED
OR 2X BUCK SHIM SPACE BY OTHERS SEALANT
BY OTHERS METAL
STRUCTURE JAMB INSTALLATION DETAIL
BY OTHERS METAL STRUCTURE INSTALLATION
VERTICAL CROSS SECTION SIGNED: 12/17/2014
WOOD FRAMING OR 2X BUCK INSTALLATION � IUOSIMIDOWEST M KED DOORS ``�J�1RI�' piisso WSTREET
B �`/,
yEALSTRUCEINSALLATION GRATZ, PA 17030-0370 . \GENS*'9,�
= y
NOTES: SERIES 185 ALUMINUM SINGLE HUNG WINDOW :9*:*• p X61 ilt
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 52"X72"— LMI > �`
NOT SHOWN FOR CLARITY. FINLESS INSTALLATION DETAILS ��• TAT OF ..:Q:
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112 DRAWN: DWG NO. REV OR ID"'
N.G. 08-02544 — //S'is'� "•cC1G\��
SCALE NTS DATE 12/O9/14 SHEETS OF 8 ��I/I/1MAL1+;\���
2 1/2" MIN. REVISIONS
EDGE DISTANCE REV DESCRIPTION DATE APPROVED
CONCRETE/MASONRY
BY OTHERS)41A .° /OPTIONAL 1X BUCK ° EMBEDMENT
SEE NOTES 3 — 7 1 1/4" MIN.
SHEET 1EMBEDMENT
CONCRETE/MASONRY
1/4" MAX. BY OTHERS OPTIONAL 1X BUCK
BACKER ROSHIM SPACE SEE NOTES 3 — 7
& APPROVED °v SHEET 1
SEALANT
e
3/16" TAPCON 3/16" TAPCON 0a
1/4" MAX.
SHIM SPACE
INTERIOR
EXTERIOR INTERIOR 2 1/2"
MIN.
EDGE
DISTANCE
EXTERIOR
BACKER ROD
& APPROVED
SEALANT
SILL TO BE SET JAMB INSTALLATION DETAIL
BACKER ROD IN A BED OF CONCRETEMASONRYINSTALLATION
& APPROVED
APPROVED
SEALANT STRUCTURAL
SEALANT
OPTIONAL 1X BUCK NOTES:
1/4" MAX.
SEE NOTE 3 — 7 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
SHIM SPACE NOT SHOWN FOR CLARITY.
SHEET 1 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
CONCRETE/MASONRY DESIGNED IN ACCORDANCE WITH ASTM E2112
BY OTHERS ° °' aA SIGNED: 12/17/2014
°4 Msso WINDOWS a AXED STREET
a
° \\�\5 R I� o �i/��
a GRATZ, PA 17030-0370 �v.��r✓ENs�'9�%
SERIES 185 ALUMINUM SINGLE HUNG WINDOW *• 0 51 *_=
52"X72"- LMI (y
VERTICAL CROSS SECTION FINLESS INSTALLATION DETAILS =0•• TAT OF•�ri
CONCRETFJMASONRY INSTALLATION DRAWN: DWG NO. REV �i'� •�( V'
SCALENTS DATE 12/09/14 08-02544S"E�60F 8 ,,/7ssj�1NAL
F �G\��
Ar
1 1/4" MIN. REVISIONS
#8 WOOD
EMBEDMENT WOOD REV I DESCRIPTION DATE APPROVED
SCREW FRAMING
BY OTHERS
F-
1/4" MAX.
—L SHIM SPACE
7/16" MIN
EDGE DISTANCE
WOOD FRAMING 1/4" MAX
BY OTHERS SHIM SPACE
INTERIOR
1 1/4,.
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 j DESIGNED IN ACCORDANCE WITH ASTM E2112
EDGE DISTANCEICA
#8 WOOD WOOD
SCREW FRAMING SIGNED: 12/17/2014
1 1/4" MIN. BY OTHERS
EMBEDMENT M650 WINDOWS MRKET STREETAND ``\\�`S 1R 11,11///
WET
VERTICAL CROSS SECTION GRATZ, PA 17030-0370 �w••�GENS-:9s!
WOOD FRAMING OR 2X BUCK INSTALLATION
SERIES 185 ALUMINUM SINGLE HUNG WINDOW =9 0,. 61
52"X72"- LMI ( _
FIN INSTALLATION DETAILS Ivo TAT OF �a
DRAWN: DWG N0. JR-
N.G.
EV �O�F
NE NTS DATE 12/09/14 08-02544SHEET70F 8 '//Jss/0tllAl'F�\\\��
REVISIONS
2 3/16" 1 7/8" 1 3/$L REV DESCRIPTION DATE APPROVED
2 3/16"�{
13/16" 2 3/16" 2 3/16"
LI'Ll1 5/16 LT� t-7
1
FLANGE FRAME HEAD FLANGE FRAME JAMB FINLESS FRAME HEAD FINLESS FRAME JAMB
CM-18501 CM-18503CM-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"-j 2 5/16" 2 5/16"
2 3/16" 2 3/8"
3 3/8" 2 13/lE" 3 3/4"
L 2 5/16" 2 3/16"
FLANGE FRAME SILL FINLESS FRAME SILL
CM-18502 CM-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 1/8" 1 3/8"
2 5/16" F 7/16"
1-i-r
1 3 2" 15/16"
1
L L � � T SASH STILE
LOCK RAIUSTILE 15/16" -,�BEAD CM-18507
XE
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 RIGIDPVC.050"THICK
SIGNED: 12/17/2014
M650 WINDOWS MARKED DOORSTREET
GRATZ, PA 17030-0370 `w•v�G'�NSF'9s�
SERIES 185 ALUMINUM SINGLE HUNG WINDOW *� 0 51
52"X72"- LMI - -
COMPONENTS ,, IF�,
- ��o• TaT�oF��,
DRAWN: OWC N0. REV 0 R10P•\ \
//�1s1•
NEANTS DATE 12/09/14 OSS02ET84OF 8 // 7js/0iilaill ?�\``
L Roberto Lomas P.E. Engineering Evaluation Report
ZBW.Main St
Report�--���- '' 613320
434-688-0609
d)omas@ldomuspo.cvm
Manufacturer: MlWindows&Doors
65OWest Market Street /
Gratz,PA, 17030
'
Product Line: Series 185Aluminum Single Hung Window 5Zx72"—UN|
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 61G2O'3.005method 1(a).The product listed
herein complies with requirements of the Florida Building Code.
Supporting Technical Documentation:
1. Approval document:drawing number U8'O2544.prepared,signed and seated byLuis Roberto Lomas P.E.
2. Test report No.: E172DD1'1n847signed and sealed byMichel Q. Stnamma|P.E.
Architectural Testing\no..York, PA
AAM/VVVDMA/CSA1O1/|.G.2A\44O'O8
Design pressure: ±60.15pof
Water penetration resistance 9.19pof
3. lestpeportNu�E172O.O2'1OS'47oignedsndoaaledbyK8inhe!D. Gtoemme|P.E
Architectural Testing|nc.York, PA
ASTM E188O-05and ASTM E19SO-12
ASTM E1O86/E1S88 Large Missile Impact,Level D.Wind Zone 3
AGTNiE1886/E1Q98 ' \icLoodTest.±55.Upsfdeaignpn*esune
4. Anchor calculations, report number 513320-1,prepared,signed and sealed by Luis Roberto Lomas P.E.
Limitations and Conditions ofuse:
° Maximum design pressure: ±55Dpsf
° Maximum unit size: 52^x72^
= Units must be glazed per ASTIVI E 1300-04,see installation instructions for glass details.
° This product isnot rated tnboused inthe HVHZ.
° This product is impact resistant and does not require impact protection in wind borne debris regions.
° Frame material hoboAluminum OOG3'T5.
Installation: Units must boinstalled inaccordance with approval document, U8'02544.
Certification of dePlease note that|don't have nor will acquireofinoncia|interestinanyoompany
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).
an
TATE 'OF
AL
Luis R. Lomas, P�
1 c�1 . � .
FLNu:U2514
Florida Building Code Online Page I of 5
s + n #
FIoMa Depaitmentof BCIS Home E Log In User Registration Hot Topics Submit Surcharge Stats&Facts ; Publications FBC Staff ( BCIS Site Map Links Search
Busines
ProfessiWlgo
Product Approval
USER:Public User
Regulation
jSiYL' •�°", Product Approval Menu>Product or Application Search>Application List>Application Detail
+ � FL# FL15349-R5
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 C7
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 Fixed
Compliance Method Certification Mark or Listing
Certification Agency American Architectural Manufacturers Association
Validated By Steven M.Urich,PE
9 Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA 506 2006
AAMA 506 2008
AAMA/WDMA/CSA 101/I.S.2/A440 2005
AAMA/WDMA/CSA 1011I.S.2/A440 2008
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 12/17/2014
Date Validated 06/15/2015
Date Pending FBC Approval
https://www.floridabuilding.org/pr/pr_app_dtI.aspx?param=wGEVXQwtDgtH85'72gvdWI... 8/19/2015
Florida Building Code Online Page 2 of 5
Date Approved 06/21/2015
Summa ry of Products
FL# Model,Number or Name Description
15349.1 185 Fin Frame 96x60 Insulated Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ*No FL15349 R5 C..CAC APC 85393.01-109-47-r0 185 FXD
Approved for use outside HVHZ:Yes FIN 13-16IG 96X60 LC55.1)d
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure:+55/-55 12/05/2015
Other*FW-LC55.IG unit consisted of the following from Installation Instructions
exterior to interior:5/32"Ann-Air space-5/32"Ann/ FL15349 R5 11..185 Fin Fixed B5393.01 AS TESTED.od
0.100"Solutia Saflex/5/32"Ann.Glazing bite was 1/2". Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15349.2 [185 Fin Frame 96x60 Laminated Single Glazed
Limits of Use Certification Agency Certificate
Approved for use in HVHZ;No FL15349 R5 C CAC APC B5393.03-109-47-r0 185 FX
Approved for use outside HVHZ:Yes FIN SG 96X60 LC55.pdf
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure:+55/-55 12/05/2015
Other:FW-LC55.Glass consisted of 5/32"Ann-0.100" Installation Instructions
Solutia Saflex-5/32"Ann with a 1/2"glazing bite. FLI5349 R5 11-185 Fin Fixed B5393.03 AS TESTED.I)df
Verified By:American Architectural Manufacturers
Association
Created by independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15349.3 185 PW 96x60 Fin Frame Insulated Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL15349 R5 C.CAC APC B5395.01-109-47-r0 B5393.01-
Approved for use outside HVHZ:Yes 109-47 185 FXD FIN 96X60 LC55 HAMA 506-06,05SPEC.I)d
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure:+55/-55 12/05/2015
Other:FW-LC55,Missile Level D,Wind Zone 3.Glass Installation Instructions
consisted of 5/32"annealed exterior-space-5/32" FL15349 R5 11. 185 Fin Impact Fxd B5395.0_1_AS
annealed/0.100 Solutia Saflex HP/5/32"annealed.Glass TESTED.J)d
was bedded In Pecora 896 silicone with a 1/2"glass bite. Verified By:American Architectural Manufacturers
Association
Created by In dependent Third Party:
Evaluation Reports
Created by Independent Third Party:
15349.4 185 PW 96x60 Fin Frame Laminated Glass
Limits of UseCertification Agency Certificate
Approved for use in HVHZ:No FL15349 R5 C CAC APC 87020.02 185 Fxd Fin Impact
Approved for use outside HVHZ:Yes 96x60.Pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure:+55/-55 12/05/2015
Other:FW-LC55,Missile Level D,Wind Zone 3.Glass Installation Instructions
consisted of 5/32"annealed-0,100"Solutia Saflex HP- FL15349 R5 11-185 Fin Impact Fxd B7020.02 A
5/32"annealed.Glass was bedded in Pecora 896 silicone TESTED.I)d
with a 1/2"glass bite. Verified By:American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15349.5 185 PW 96x60 Flange Frame Single Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FLI5349 R5 C.CAC APC B7020.02 185 Fxd Fig Impact
Approved for use outside HVHZ:Yes 96x60.pd
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure:+55/-55 12/05/2015
Other:FW-LC55,Missile Level D,Wind Zone 3. Installation Instructions
Backbedding silicone is Pecora 896. FL15349 R5 11, 08-01613A.gd
Verified By: Luis R.Lomas,PE PE-62514
Created by Independent Third Party:Yes
Evaluation Reports
FL15349 R5 AE 512277A.i)d
Created by Independent Third Party:Yes
re tF
PWFlai�ge�'Frimd'Ihgcilaith4utt�i Mianwart.1!7d_r(ilqalpsmpsi-lg"
: -96860
https://www.floridabuilding.org/pr/Pr�_app—dti.aspx?param7—wGEVXQwtDqtH8572qvdWl... 8/19/2015
Florida Building Code Online Page 3 of 5
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL15349 R5 C CAC APC B5395.01-109-47-r0 B5393.02-
Approve_ use outside HVHZ:Yes 109-47 185 FXD FLG 96X60 LC55 AAMA 506-06.05SPEC
ZI, —cttResistant:Yes (120515).odf
esign Pressure 55/-55 Quality Assurance Contract Expiration Date
Other:FW-LC55,Missile Level D,Wind Zone 3.The glass 12/05/2015
was bedded in Pecora 896 silicone with a 1/2"glass bite. Installation Instructions
FL15349 R5 II 08-01613A.odf
Verified By: Luis R. Lomas,PE PE-62514
Created by Independent Third Party:Yes
Evaluation Reports
FL15349 R5 AE 512277A.Ddf
Created by Independent Third Party: Yes
15349.7 185 PW 72x72 Fin Frame Single Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL15349 R5 C CAC APC C0571.03-109-47-RO Fin odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/25/2016
Design Pressure:+55/-55 Installation Instructions
Other:LC-PG55,Missile Level D,Wind Zone 3. 1/2"glass FL15349 R5 II 08-02355A.Ddf
bite,glass was bedded in Pecora 896 silicone sealant. Verified By: Luis R. Lomas,PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL15349 R5 AE 513122A.Ddf
Created by Independent Third Party:Yes
15349.8 185 PW 72x72 Flange Frame Single Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL15349 R5 C CAC APC C0571.03-109-47-RO Flange.pd
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/25/2016
Design Pressure:+55/-55 Installation Instructions
Other:LC-PG55.Missile Level D,Wind Zone 3. 1/2"Glass FL15349 R5 II 08-02355A.Ddf
bite,glass was bedded in Pecora 896 silicone sealant. Verified By: Luis R. Lomas,PE PE62514
Created by Independent Third Party:Yes
Evaluation Reports
FL15349 R5 AE 513122A odf
Created by Independent Third Party: Yes
15349.9 185 PW 73x72 Fin Frame Insulating Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL15349 R5 C CAC APC CCLI-14-060 185 FIXED FIN.pd
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/03/2018
Design Pressure:+60/-60 Installation Instructions
Other:CW-PG60 FL15349 R5 II 08-02357A Ddf
Verified By: Luis R. Lomas,PE PE-62514
Created by Independent Third Party:Yes
Evaluation Reports
FLIS349 R5 AE 513124A.Ddf
Created by Independent Third Party: Yes
15349.10 185 PW 7302 Flange Frame Insulating Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FLIS349 R5 C CAC APC CCLI-14-060 185 FIXED FLG Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/03/2018
Design Pressure:+60/-60 Installation Instructions
Other:CW-PG60 FL15349 R5 II 08-02357A.Ddf
Verified By: Luis R. Lomas,PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL15349 R5 AE 513124A.Ddf
Created by Independent Third Party:Yes
15349.11 185 PW 7202 Flange Frame Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FLIS349 R5 C CAC APC(9142)CO571.03-109-47-
Approved for use outside HVHZ:Yes RO C0571.02-109-47-RO 185 FIXED FLG SG
Impact Resistant:Yes 5-32A.1001-113.5-32A 72X72 LC55(062516)Ddf
Design Pressure:+55/-55 Quality Assurance Contract Expiration Date
Other:LC-PG55,Missile Level D,Wind Zone 3.Glass bite is 06/25/2016
1/2"and glass is bedded in Pecora 896 silicone. Installation Instructions
FL15349 R5 II 08-02355A.odf
Verified By: Luis R. Lomas,PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL15349 R5 AE 513122A.Ddf
Created by Independent Third Party:Yes
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWI... 8/19/2015
Florida Building Code Online Page 4 of 5
15349.12 185 PW 72x72 Fin Frame Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL15349 R5 C,.CAC APC(9143)C0571 03-109-47-
Approved
C(9143)CO571.03-109-47-
Approved for use outside HVHZ:Yes RO C0571 01-109-47-RO 185 FIXED FIN SG
Impact Resistant.,Yes 5-32A.I00HP,5-32A,72X72 LC55(062516).i)df
Design Pressure:+55/-55 Quality Assurance Contract Expiration Date
Other: LC-PG55,Missile Level D,Wind Zone 3.Glass bite is 06/25/2016
1/2"and glass is bedded in Pecora 896 silicone. Installation Instructions
FL15349 RS II 08-02355A.pd
Verified By: Luis R.Lomas,PE PE-62514
Created by Independent Third Party:Yes
Evaluation Reports
FL15349 R5 AE 513122A.I)d
Created by Independent Third Party:Yes
15349.13 185 Tripie PW 159x54 Flange Frame Single Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FLIS349 R5 C.CAC APC 86512.02-109-47-RO B6512.01-
Approved for use outside HVHZ:Yes 109-47 185 FXD FLG 159x54 R55 AAMA 506-08,05SPEC.pd
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure:+55/-55 01/24/2016
Other:FW-R55,Missile Level D,Wind Zone 3.Backbedding Installation Instructions
silicone Is Pecora 896. FL15349 R5 11 08-01614A.)df
Verified By: Luis R.Lomas,PE PE-62514
Created by Independent Third Party:Yes
Evaluation Reports
FL15349 R5 AE 512278A.pd
Created by Independent Third Party: Yes
15349.14 185 Triple PW 159x54 Flange Frame Insulated Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL15349 R5 C CAC APC 86515.02-109-47-
Approved for use outside HVHZ:Yes RO B6515.01.B6512.01 185 FXD FLG 159x54 R55 AAMA
Impact Resistant:Yes 506-08,05SPEC.pd
Design Pressure-+55/-55 Quality Assurance Contract Expiration Date
Other:FW-R55,Missile Level D,Wind Zone 3.Backbedding 01124/2016
silicone Is Pecora 896. Installation Instructions
FL15349 RS II 08-01614A.r)d
Verified By: Luis R.Lomas,PE PE-62514
Created by Independent Third Party:Yes
Evaluation Reports
FL15349 R5 AE 512278A.pd
Created by Independent Third Party:Yes
15349.15 185 Tripie PW 159x54 Fin Frame Continuous Head and Sill Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL15349 RSC CAC APC B6511.01-109-47-RO 185 FXD
Approved for use outside HVHZ:Yes FIN SG TRIPLE 159X54 1155.0
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure: +55/-55 01/24/2016
Other:FW-R55.Glass consisted of 3/32"ann-0.090" Installation Instructions
Solutia PVB-3/32"ann with a 1/2"glazing bite. FL15349 R5 II_185 Fxd CHS Fin(as tested B6511.01).pdf
Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party;
15349.16 i85 Triple PW 159x54 Fin Frame Continuous Head and Sill Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL15349 R5 C CAC APC B6511.02-1_09-47-RO B6511.,01--
Approved for use outside HVHZ-Yes 109-47 185 FXD FIN 159x54 R55 AAMA 506-06,08SPEC-odf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure:+55/-55 01/24/2016
Other:FW-1155,Missile Level D,Wind Zone 3.Glass Installation Instructions
consisted of 3/32"ann-0.090"Solutla PVB-3/32"ann with FL15349 R5 11 185 CHS Fin Impact Fixed B6511.02 AS
a 1/2"glazing bite.The glass was bedded in Pecora 896 TESTED.0
silicone. Verified By:American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15349.17 185 Triple PW 159x54 Fin Frame Continuous Head and Sill Insulated
Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL15349 RSC CAC APC B6514.01-109-47-R1 185FIXED
Approved for use outside HVHZ-.Yes FIN TRIPLE 152X54 R55.1)d
Impact Resistant:No Quality Assurance Contract Expiration Date
https://www.floridabuilding.org/pr/pr_app_4tl.aspx?parain7wGEVXQwtDqtH8572qvdWI... 8/19/2015
Florida Building Code Online Page 5 of 5
Design Pressure; +55/-55 01/24/2016
Other:FW-R55.Glass consisted of exterior 1/8"annealed- Installation Instructions
space-3/32"annealed/0.090"Solutia PVB 3/32" FL15349 R5 11 185 CHS Fin Fixed B6514.01 AS
annealed.Glazing bite was 1/2". TESTED.nd
Verified By:American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15349.18 185 Triple PW 159x54 Fin Frame Continuous Head and Sill Insulated
Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL15349 R5 C CAC APC 66514.02-109-47-
Approved for use outside HVHZ.Yes R1 B6514.01 B6511.01.185 FX FIN 159X54 R55 AAMA
Impact Resistant:Yes 506-06,05SPEC.i)d
Design Pressure:+55/-55 Quality Assurance Contract Expiration Date
Other:FW-R55,Missile Level D,Wind Zone 3.Glass 01/24/2016
consisted of exterior 1/8"annealed-space-3/32" Installation Instructions
annealed/0,090"Solutia PVB/3/32"annealed.Glass was FL15349 RS 11. 185 CHS Fin ImDact Fixed B6514.02 AS
bedded in Pecora 896 silicone with a 1/2"glass bite. TESTED.Dd
Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
FEE F-----tl
Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:85g-48Z-024-
The State of Florida is an AAJEEO employer.Copyright 2007-2013 State of Florida.::Privacy 5nlcmin ::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:
VRRHM
5LcuritN'.N11,rnTf-'T
https://www.floridabuilding.org/pr/-or—al)p—dtl.aspx?param--wGEVXQwtDqtH8572qvdWI... 8/19/2015
AAMA
(Validator Operations Administrator) CERTIFICATION PROGRAM
AUTHORIZATION FOR PRODUCT CERTIFICATION
MI Windows&Doors,Inc.
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 on 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
AAMA/WDMA/CSA 101/I.S.2/A440-05 RECORD OF PRODUCT TESTED
FW-LC55-2426x1511 (96x60) AAMA 506-06
Missile Level: D CPD SERIES MODEL&PRODUCT MAXIMUM SIZE
COMPANY Rating: NO. DESCRIPTION TESTED
+55/-55,96x60
Wind Zone: 3
Rating above
MI Windows&Doors,Inc. conforms to 185 PW(FLANGE) FRAME
Code:MTL requirements of: 79.61 (AL)(0)(OG) 2426 mm x 1511 mm
L—: I ASTM E1886 (INS LAM GL)(ASTM) (8"'x 5'0")
and E1996
2. This Certification will expire December 5, 2015 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: B5393.02-109-47 Report No: B5395.01-109-47
Date of Report:January 5,2012 Date of Report: January%2012
Validated for Certification
Associated Laboratories, Inc.
Authorized for Certification
Date:January 16,2012
Cc: AAMA
SBS Ameri`, ri Architectural Man facturrefs Association
ACP-14(Rev. 1/11)
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 05/12/15 R.L.
NOTES: 15. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2
REQUIREMENTS OF THE FLORIDA BUILDING CODE. 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE INSTALLATION DETAILS.
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 16. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED DETAILS.
17. ALL FASTENERS TO BE CORROSION RESISTANT.
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO 18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY A, WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI.
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER).
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 1/8" THICK MINIMUM
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. 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 DETAILS.
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 #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.
SIGNED:05/13/2015
MI WIN�DO W.MARKANDREET DOORS \\\S R!��I0�,�%�
GRATZ, PA 17030 -Z ,•�\CENSE 9J+�
TABLE OF CONTENTS 185 ALUMINUM FIXED WINDOW *• O 61 +><=
SHEET NO. DESCRIPTION FLANGE FRAME IMPACT
NO7ES ��0• $TAT OF
1 NOTES
DRAWN: DWG N0. REV OR 10t
3 � 10 INSETALLATIONATIONS &DETAILS GLAZING DETAILS 5 L� DA1E 08-016 E13 A
NTS 06/04/12 1 OF 10
REVISIONS
95 1/2" MAX. FRAME WIDTH REV DESCRIPTION DATE APPROVED
3" MAX. -{ 3" MAX. A REVISED INSTALLATION DETAILS 05/12/15 R.L.
56 3/4" 59 1/2"
MAX. MAX.
D.L.O. FRAME
HEIGHT
ANCHORS TO BE j
Number of anchors for units with rigid fillers - --- - - - �
EQUALLY SPACED
REFER TO CHART Window width(in)
FOR NUMBER OF Height 24.0 30.0' 3s.0 42.0 48.0 64.0 60.0 66.0 72.0 78.0 84.0 90.0 95.5
ANCHORS REQUIRED (In) HBS amb H85 amb HSS amb H8S amb HBS amb HBS amb HBS amb NBS amb HaS amb HBS Jamb HBS Jamb HBS Jamb I H8S Pamb
24.0 3 3 3 3 4 3 4 3 4 3 5 3 5 3 6 3 6 3 7 3 7 3 7 Ma
30.0 3 $33 3 4 3 4 3 4 3 5 35 3 6 3 6 3 7 3 7 3 7 36.0 3 4 4 4 4 4 4 4 5 4 5 4 6 4 6 4 7 4 7 4 7 0 3 4 4 4 4 4 4 4 5 4 5 4 6 4 6 4 7 4 7 4 7 48.0 3 4 4 4 4 4 4 4 5 4 5 4 6 4 6 4 7 4 7 4 7 64.0 3 5 4 5 4 5 4 5 5 5 5 5 6 5 6 5 7 5 7 5 7 92 3/4" MAX. D.L.O. 593 5 4 5 4 5 4 5 5 5 5 5 6 5 6 5 7 5 7 5 7
185 FIXED WINDOW FLANGE FRAME
EXTERIOR VIEWNumber of anchors for units without rigid fillers
I Window width(in)
DESIGN PRESSURE RATING IMPACT RATING Haight 24.0 30.0 36.0 1 42.0 46.0 1 54.0 1 60.0 6s.0 1 72.0 78.0 84.0 1 90.0 95.5
(in) HSS Pamb HeS amb HBS Jamb I HBS Pamb H8S Jambl H8S[Jambl H85 Jamb HBS Pambi H6S IJamb HBS IJamb HSS Pamb HSS Jamb H8S Jamb
LARGE ANO SMALL 14.0 3 3 3 3 4 3 4 3 4 3 5 3 5 3 6 44g4 7 3 713 7 3 8 3
+55PSF MISSILE IMPACT 30.0 3 3 3 3 4 3 4 3 4 3 5 3 5 3 6 7 3 7 3 7 3 8 3
36.0 3 4 3 4 4 4 q 4 4 4 5 4 5 4 6 7 4 7 4 8 4 B 4
MISSILE LEVEL D,WIND ZONE 3 . 3 4 4 4 4 4 4 4 5 4 5 4 6 7 4 8 4 9 4 9 4
48.0 3 4 3 4 4 4 4 4 4 q 5 4 5 4 6 4 7 4 8 4 9 4 9 4 10 4
64.0 3 5 3 5 4 5 4 5 4 5 5 5 5 5 6 5 7 5 8 5 9 5 10 5 10 5
59.5 3 5 3 5 4 5 4 5 4 5 5 5 6 5 7 5 8 5 9 5 9 5 10 5 10 5
3/4" 3/8° SEE SHEET 3 FOR INSTALLATION DETAILS
5/32" ANN 5/32" ANN
.100" SAFLEX HP .100" SAFLEX HP
PVB BY EASTMAN PVB BY EASTMAN
5/32" ANN 5/32" ANN 5/32" ANN
EXTERIOR INTERIOR EXTERIOR INTERIOR SIGNED:05/13/2015
DOWS
SILICONE SILICONE MI 6I 0 S W. MARKSTREET
DOORS \\ I'LO
GRATZ, PA 17030 •N\tENS�."9�+��
#6 x 1 1/4" TEK #6 x 1 1/4" TEK 185 ALUMINUM FIXED WINDOW �* 0 51
SPACED 4" FROM
SPACED 4" FROMFLANGE FRAME IMPACT
CORNERS AND 18" MAX CORNERS AND 18" MAX TAT ELEVATION AND CHARTS /O.
O.C. THEREAFTER X70., F tn,.
O.C. THEREAFTER GLAZING DETAIL A GLAZING DETAIL B �D,c.? A P •��`�
FLANGE FRAME SHOWN FINLESS FRAME SIMILAR FLANGE FRAME SHOWN FINLESS FRAME SIMILAR L�L
DWG NO. REV ij��S.[0 R19
0850 1613 A06/04/12 2 OF 10
41
REVISIONS
REVDESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 05/12/15 R.L.
1 1/4" MIN. 1/4" MAX.
EMBEDMENT SHIM SPACE
WOOD FRAMING
OR 2X BUCK
BY OTHERS
1/2" MIN. #10 WOOD
EDGE DISTANCE SCREW INTERIOR
WOOD FRAMING 3/4" MIN
1 1/4" MIN.
OR 2X BUCK EMBEDMENT METAL EDGE DISTANCE
BY OTHERS STRUCTURE 1/2" MIN.
BY OTHERS 1/4" MAX. EDGE DISTANCE
SHIM SPACE EXTERIOR
1/4" MAX.
BACKER ROD & SHIM SPACE BACKER ROD &
APPROVED SEALANT BACKER ROD & APPROVED SEALANT
BEHIND FLANGE RIGID FILLER APPROVED SEALANT RIGID FILLER BEHIND FLANGE
#10 WOOD SCREW BEHIND FLANGE #10 SMS OR JAMB INSTALLATION DETAIL
SELF DRILLING WOOD FRAMING OR 2X BUCK INSTALLATION
INTERIOR SCREW
EXTERIOR
1/4" MAX.
SHIM SPACE
#10 WOOD SCREW EXTERIOR INTERIOR
BACKER ROD & #10 SMS OR
APPROVED SEALANT BACKER ROD & SELF DRILLING
1/4" MAX. SCREW #10 SMS OR INTERIOR
BEHIND FLANGE SHIM SPACE APPROVED SEALANT
BEHIND FLANGE SELF DRILLING
1/4" MAX. SCREWS
WOOD FRAMING - 1 4 F SHIM SPACE
OR 2X BUCK EM 4" MINENT METAL
BY OTHERS STRUCTURE 3/4" MIN.
f F-BY OTHERS EDGE DISTANCE
1/2" MIN 3/4" MIN
EDGE DISTANCE EDGE DISTANCE METAL EXTERIOR
VERTICAL CROSS SECTION STRUCTURE BACKER ROD &
WOOD FRAMING OR 2X BUCK INSTALLATION BY OTHERS VERTICAL CROSS SECTION APPROVED SEALANT
METAL STRUCTURE INSTALLATION BEHIND FLANGE
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION SIGNED:05/13/2015
MI WINDOWS W. RKANDET R DOORS EET \```\\5 R 1100 %
GRATZ, PA 17030 r•��CENSF'9s�%
185 ALUMINUM FIXED WINDOW _*• o,.6 5v
it
NOTES: FLANGE FRAME IMPACT �' T((ATllrr`6ynp?�
1.INTERIOR AND EXTERIOR FINISHES,BYOTHERS, FLANGE INSTALLATION DETAILS � OF �
NOT SHOWN FOR CLARITY. i0�••
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE DRAWN: DWC NO. REV �j�Fs..[
DESIGNED IN ACCORDANCE WITH ASTM E2112 VL
nLE DATE 08-01613 EA //;Jj9 N
NTS 06/04/12 3 OF 10
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 05/12/15 R.L.
2 1/2" MIN. ��{{
EDGE DISTANCE
CONCRETE/MASONRY I 1 1/4" MIN.
BY OTHERS a EMBEDMENT
°.a
" ° 1 1/4" MIN.
OPTIONAL 1X BUCK � ° 'a
SEE NOTES 3 — 7 °' EMBEDMENT 9 e
SHEET 1 ° °
CONCRETE/MASONRY c
BY OTHERS 1/4" MAX.
BACKER ROD 1/4" MAX. ?.a SHIM SPACE
& APPROVED SHIM SPACE OPTIONAL 1X BUCK
SEALANT SEE NOTES 3 — 7
SHEET 1 INTERIOR
3/16" TAPCON 3/16" TAPCON °
EXTERIOR INTERIOR
3/16" TAPCON °
BACKER ROD 2 1/2"
& APPROVED MIN. a °
SEALANT EDGE
7/4" MAX. DISTANCE • EXTERIOR
OPTIONAL 1 X BUCK SHIM SPACE °
SEE NOTE 3 — 7 BACKER ROD
SHEET 1 & APPROVED
—� SEALANT
CONCRETE/MASONRY JAMB INSTALLATION DETAIL
BY OTHERS 7 1/4" MIN. CONCRETE/MASONRYINSTALLATION
°p EMBEDMENT
G° °
< d 8 <
G'
2 1/2" MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION SIGNED:05/13/2015
CONCRETE/MASONRYZNSTALLATION
MI WINDOWS AND DOORS
650 W. MARKET STREET0�
`\\\ $ R• 2ij��
GRATZ, PA 17030 `�v•��CENs�9s%
NOTES: 185 ALUMINUM FIXED WINDOW _*• 0 51 1►=
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, FLANGE FRAME IMPACT
NOT SHOWN FOR CLARITY. FLANGE INSTALLATION DETAILS
��, TAT OF
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE i O• lV�
DESIGNED IN ACCORDANCE WITH ASTM E2112 DRAWN: DWG NO. REV OR
1SCALE NTS oaTE 06/04/12 08-016SHEET 43OF 10 A //�7S�Ofill \\\\
REMSiONS
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 05/12/15 R.L.
1 1/4" MIN. 1/4" MAX.
EMBEDMENT SHIM SPACE
WOOD FRAMING RIGID FILLER
OR 2X BUCK
BY OTHERS INTERIOR
1/2" MIN. #10 WOOD
EDGE DISTANCE SCREW 314" MIN
I
WOOD FRAMING 1 1/4" MIN. METAL EDGE DISTANCE
OR 2X BUCK T STRUCTURE 1/2" MIN.
BY OTHERS BY OTHERS 1/4" MAX, EDGE DISTANCE
SHIM SPACE
NTE
1/4" MAX. t EXTERIOR
BACKER ROD & SHIM SPACE BACKER ROD & BACKER ROD &
APPROVED SEALANT (RIGID FILLER APPROVED SEALANT RIGID FILLER APPROVED SEALANT
BEHIND FLANGE BEHIND FLANGE BEHIND FLANGE
#
#10 WOOD SCREW #10 SMS OR JAMB INSTALLATION DETAIL
SELF DRILLING WOOD FRAMING OR P-X BUCK INSTALLATION
INTERIOR SCREW 1/4- MAX.
EXTERIOR INTERIOR SHIM SPACE
EXTERIOR #10 SMS OR
#10 WOOD SCREW SELF DRILLING RIGID FILLER
BACKER ROD & RIGID FILLER SCREW INTERIOR
APPROVED SEALANT 1/4" MAX. BACKER ROD & RIGID FILLER #10 SMS OR
BEHIND FLANGE SHIM SPACE APPROVED SEALANT SELF DRILLING RIGID
N
ID
T'
BEHIND FLANGE 1/4" MAX. SCREWS
SHIM SPACE
WOOD FRAMING
OR 2X BUCK T 1�174" MIN. 'L. T
METAL
EMBEDMENT STRUCTURE 3/4- MIN.
*S
BY OTHERS BY OTHERS EDGE DISTANCE]
1/2" MIN 3/4" MIN METAL EXTERIOR
EDGE DISTANCE EDGE DISTANCE
VERTICAL CROSS SECTION VERTICAL CROSS SECTION STRUCTURE BACKER ROD
WOOD FRAMING OR 2K BUCK INSTALLATION METAL STRUCTURE INSTALLATION BY OTHERS APPROVED SEALANT
BEHIND FLANGE
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION SIGNED:0511312015
MI WINDOWS AND DOORS
650 W. MARKET STREET
GRATZ, PA 17030 -
\' 9
.
185 ALUMINUM FIXED WINDOW
A 69r
FLANGE FRAME IMPACT
FLANGE INSTALLATION DETAILS WITH RIGID FILLER OF
NOTES: We
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
NOT SHOWN FOR CLARITY. DRAWN: DINO NO. REv
0 RVA
Qi
2,PERIMETER AND JOINT SEALANT BY OTHERS TO BE VL 08-01613 IA ///��%NAL
"N
;V� \-
DESIGNED IN ACCORDANCE WITH ASTM E2112
SCALE NTS DATE 06/04/12 ISHEET OF 10
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 05/12/15 R.L.
2 1/2" MIN.
EDGE DISTANCE
CONCRETE/MASONRY 1 1/4" MIN.
BY OTHERS EMBEDMENT
OPTIONAL 1X BUCK ° `°a 1 1/4" MIN.
SEE NOTES 3 — 7 °' • EMBEDMENT CONCRETE/MASONRY
SHEET 1 • BY OTHERS
1/4" MAX.
SHIM SPACE
BACKER ROD 1/4" MAX. OPTIONAL 1X BUCK a ° o
& APPROVED SHIM SPACE SEE NOTES 3 — 7
SEALANT SHEET 1 RIGID FILLER
RIGID FILLER
3/16" TAPCON 3/16" TAPCON • INTERIOR
EXTERIOR INTERIOR
3/16" TAPCON
BACKER ROD 2 1/2" '
& APPROVED RIGID FILLER MIN. a ''
SEALANT EDGE
1/4" MAX. DISTANCE EXTERIOR
OPTIONAL 1X BUCK SHIM SPACE L— • BACKER ROD
SEE NOTE 3 — 7
SHEET 1 & APPROVED
—r SEALANT
CONCRETE/MASONRY I JAMB INSTALLATION DETAIL
BY OTHERS °, 1 1/4" MIN. CONCRETE/MASONRYINSTALLATION
a'
EMBEDMENT
° 8`
2 1/2" MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION SIGNED:05/13/2015
CONCRETE/MASONRY INSTALLATION
MI WINDW. RKSTREETET
DO MASANDDOORS x R
GRATZ, PA 17030 `�r•�\CENSE 9J±��
NOTES: 185 ALUMINUM FIXED WINDOW =*• 0 ,5,1 ` =
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, —FLANGE FRAME IMPACT = . I ..
NOT SHOWN FOR CLARITY. FLANGE INSTALLATION DETAILS WITH RIGID FILLER ��0'', SSTATEEE OF t�
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE O�•��. . Z�-
DESIGNED IN ACCORDANCE WITH ASTM E2112 DRAWN: DWG NO. REV ��j�s,COR10`Q:`G\�\�17
VL SCALE DA7E 08-01613 A / OAl
NTS 06/04/12 6 OF 10
r
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 05/12/15 R.L.
1 1/4" MIN. 1/4" MAX.
EMBEDMENT. r SHIM SPACE
WOOD FRAMING
OR 2X BUCK
BY OTHERS INTERIOR
1/2" MIN. #10 WOOD
EDGE DISTANCE SCREW
WOOD FRAMING 3/4" MIN
1 1/4" MIN.
OR 2X BUCK METAL EDGE DISTANCE
BY OTHERS EMBEDMENT STRUCTURE 1/2" MIN.
BY OTHERS 1/4" MAX. EDGE DISTANCE
SHIM SPACE
1/4" MAX. EXTERIOR
BACKER ROD & SHIM SPACE
APPROVED SEALANT BACKER ROD & BACKER ROD &
BEHIND FLANGE APPROVED SEALANT APPROVED SEALANT
#10 WOOD SCREW BEHIND FLANGE BEHIND FLANGE
#10 SMS OR JAMB INSTALLATION DETAIL
SELF DRILLING WOOD FRAMING OR 2X BUCK INSTALLATION
INTERIOR SCREW
EXTERIOR INTERIOR
1/4" MAX.
#10 WOOD SCREW EXTERIOR #10 SMS OR SHIM SPACE
SELF DRILLING
BACKER ROD & SCREW
APPROVED SEALANT BACKER ROD &
1/4" MAX. #10 SMS OR
BEHIND FLANGE SHIM SPACE APPROVED SEALANT
BEHIND FLANGE SELF DRILLING INTERIOR
1/4" MAX. SCREWS
WOOD FRAMING � SHIM SPACE
OR 2X BUCK EMBEDMENT METAL
BY OTHERS STRUCTURE
BY OTHERS 3/4" MIN.
i/2" MIN EDGE DISTANCE
EDGE DISTANCE 3/4" MIN
EDGE DISTANCE JI EXTERIOR
VERTICAL CROSS SECTION VERTICAL CROSS SECTION METAL BACKER ROD &
WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE INSTALLATION STRUCTURE APPROVED SEALANT
BY OTHERS BEHIND FLANGE
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION SIGNED:05/13/2015
MI WINDOWS5W.
MARKET STREET ANDDOORS `\\`\\St1►�►I!LIO
GRATZ, PA 17030 J'• HNA':
�'••v�C SF q'p
185 ALUMINUM FIXED WINDOW =*• 0,.551
NOTES: FLANGE FRAME
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, FINLESS INSTALLATION
��D• $TATEE OF
NOT SHOWN FOR CLARITY. �O�`•�
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE DRAWN: DWG NO. REV ��F .[p R�0?•��
DESIGNED IN ACCORDANCE WITH ASTM E2112VL 08 SCALE NTS DATE 0604/12 s3
ET70F 10
REVISIONS
REV DESCRIF110N DATE APPROVED
A REVISED INSTALLATION DETAILS 05/12/15 R.L.
2 1/2" MIN.
EDGE DISTANCE
1 1/4" MIN.
CONCRETE/MASONRY EMBEDMENT
BY OTHERS
e 1 1/4" MN. v ..
OPTIONAL 1X BUCK °: °a EMBEDMENT CONCRETE/MASONRY
SEE NOTES 3 — 7 BY OTHERS
SHEET 1
j
1/4" MAX.
1/4" MAX. OPTIONAL 1X BUCK SHIM SPACE
BACKER ROD SHIM SPACE SEE NOTES 3 — 7
& APPROVED SHEET 1
SEALANT
3/16" TAPCON
3/16" TAPCON INTERIOR
INTERIOR
EXTERIOR
BACKER ROD 3/16" TAPCON
& APPROVED
SEALANT 2 tj2" MIN. a >
1/4" MAX. EDGE DISTANCE ;. EXTERIOR
OPTIONAL 1X BUCK SHIM SPACE .a'
SEE NOTE 3 — 7
SHEET 7
BACKER ROD &
APPROVED SEALANT
CONCRETE/MASONRY a
BEHIND FLANGE
BY OTHERS ° n1 1/4" MIN.
a EMBEDMENT
°p, aQ 44 JAMB INSTALLATION DETAIL
4.. �' —. CONCRETEIMASONRYINSTALLATION
2 1/2" MIN
EDGE DISTANCE
VERTICAL CROSS SECTION
CONCRETEIMASONRY INSTALLATION SIGNED:05/13/2015
M! Wls DO W. MARKANDR EET DOORS `\```v`N P.-��1 p 9rrr
GRATZ, PA 17030 `w,,y�`EN6,1,tP
185 ALUMINUM FIXED WINDOW
FLANGE FRAME IMPACT —' (►(fir
NOTES: FINLESS INSTALLATION ��
tcr�
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, `?37AT
NOT SHOWN FOR CLARITY. DRAWN: DWG No. REVRk2.PERIMETER AND JOINT
DESIGNED IN ACCORDANCE WITH ASTM E2NTBY 112 BE ca E oA1E 08 s0 E613 A r�ii sfpNAitE�G�``
NTS 06/04/12 8 OF 10
RMSIONS
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 05/12/15 R.L.
1 1/4" MIN. 1/4" MAX.
EMBEDMENT SHIM SPACE
WOOD FRAMING
OR 2X BUCK RIGID FILLER
BY OTHERS INTERIOR
#10 WOOD
1/2" MIN. SCREW
EDGE DISTANCE
3/4" MIN
WOOD FRAMING 1 1/4" MIN. METAL EDGE DISTANCE
OR 2X BUCK EMBEDMENT STRUCTURE 1/2 IT MIN'
BY OTHERS BY OTHERS 1/4" MAX. EDGE DISTANCE
SHIM SPACE
EXTERIOR
1/4" MAX. --_�
BACKER ROD & SHIM SPACE BACKER ROD &
APPROVED SEALANT RIGID FILLER BACKER ROD &
BEHIND FLANGE APPROVED SEALANT RIGID FILLER BEHIND APPROVED
FLAN FLANGESEALANT
#10 WOOD SCREW BEHIND FLANGE
#10 SMS OR JAMB INSTALLATION DETAIL
SELF DRILLING WOOD FRAMING OR 2X BUCK INSTALLATION
INTERIOR SCREW
EXTERIOR INTERIOR /4" MAX.
#10 WOOD SCREW EXTERIOR SELF DRILLING
BACKER ROD &
RIGID FILLER SCREW
APPROVED SEALANT 1/4" MAX. BACKER ROD & RIGID FILLER #10 SMS OR RIGID FILLER
BEHIND FLANGE SHIM SPACE APPROVED SEALANT SELF DR3LLING INTERIOR
BEHIND FLANGE
1/4" MAX. SCREWS
SHIM SPACE
WOODFRAMING 1 1/4" MIN. METAL i
OR 2X BUCK EMBEDMENT STRUCTURE � I
BY OTHERS BY OTHERS 3/4" MIN.
EDGE DISTANCE
3 4 T N EXTERIOR
1/2" MIN � 1 /
EDGE DISTANCE EDGE DISTANCE
VERTICAL CROSS SECTION VERTICAL CROSS SECTION METAL BACKER ROD &
WOOD FRAMING OR2XBUCKINSTALLATION METAL STRUCTURE INSTALLATION STRUCTURE APPROVED SEALANT
BY OTHERS BEHIND FLANGE
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION SIGNED:05/13/2015
MI WINDOWS
ANDR DOORS 1R I to
650 W
GRATZ, PA 17030
185 ALUMINUM FIXED WINDOW =*• /f/,"�051 �*
FLANGE FRAME IMPACT51j ��
NOTES., FINLESS INSTALLATION DETAILS WITH RIGID FILLER ��, TAT 0 ttr-
1.INTERIORANDEXTERIOR FINISHES,BY OTHERS, �C3�•��. P .{L�
NOT SHOWN FOR CLARITY. DRAWN: DWG N0. REV ij��s: ❑R,�• �'t�
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE VL 08-01613 A
DESIGNED IN ACCORDANCE WITH ASTM E2112
SCALE NTS DATe 06f04f12 ISHEET9 OF 10 ,777111t11A1lSl\\\\
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 05/12/15 R.L.
2 1/2" MIN.
EDGE DISTANCE
CONCRETE/MASONRY 1 1/4" MIN.
BY OTHERS EMBEDMENT
a.. a'
1 1/4" MIN.
OPTIONAL 1X BUCK ° �° a°.. '< EMBEDMENT CONCRETE/MASONRY
SEE NOTESSHEET 1 BY OTHERS •°c
1/4" MAX.
BACKER ROD 1/4 MAX' OPTIONAL 1X BUCK SHIM SPACE
& APPROVED SHIM SPACE SEE NOTES 3 — 7
SEALANT RIGID FILLER SHEET 1 RIGID FILLER
v. o
3/16° TAPCON 3/16" TAPCON ° INTERIOR
EXTERIOR INTERIOR
°
BACKER ROD 3/16" TAPCON <
& APPROVED
SEALANT RIGID FILLER 2 1/2" MIN. a °'
1/4" MAX. EDGE DISTANCE
OPTIONAL 1X BUCK SHIM SPACE .a. EXTER/OR
SEE NOTE 3 — 7 °
SHEET 1
BACKER ROD &
CONCRETE/MASONRY 1 APPROVED SEALANT
BY OTHERS 'd BEHIND FLANGE
1 1
' /4" MIN.
a EMBEDMENT
°a a JAMB INSTALLATION DETAIL
d a CONCRETE/MASONRYINSTALLATION
2 1/2" MIN
EDGE DISTANCE
VERTICAL CROSS SECTION
CONCRETEIMASONRY INSTALLATION
SIGNED:05/13/2015
MI WIN650 W.MARKET STREET
DOORS `\���\S 1RIICIp��i,��
GRATZ, PA 17030 `ter•��G"ENs '9s%�
185 ALUMINUM FIXED WINDOW *• 061
NOTES: FLANGE FRAME IMPACT
i.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, FINLESS INSTALLATION DETAILS WITH RIGID FILLER • TAT OF
NOT SHOWN FOR CLARITY. �p�•'
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE DRAWN: DWG NO. REV i �s,C OR 0."."
DESIGNED IN ACCORDANCE WITH ASTME2112 VL 08 51 \\"N
SCALE NTS [DATE 06/04/12 -01OF 10 A ''//SIOMALI�?
' L. P.E. Engineering E��k������ Report
�^ �.~~~, ~. ~�~..�~ - - _ .~� .~ .
ZBnKMain St
Danville,VA 24541 Report No.: 51 2277A
434-688-0609
Manufacturer: MDWindows&Doors Inc.
650W.Market St'
Gratz,PA 17030
Product Line: 185Picture Window-S6^x60"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 O1G20'3.U05method 1(u).The product listed
herein complies with,requirements ofthe Florida Building Code.
Supporting Technical Dqcuozmwtatimn:
1. Approval document:drawing number 08-01613 Revision A,prepared,signed and sealed by Luis Roberto Lomas
P.E.
2. Report No.: B58Q8.02-1O9-47signed and sealed byMichael D.Stremmo|,P.E.
Architectural Testing|nu.York, RA
1018.G.26A440'05
Design pressure: ±55.17pu
Water penetration resistance 9.19pof
3. Report No.: B7O2O.U1'1OQ47signed and sealed byMichael D.Stremme|. P.E.
Architectural Testing|nc..York, PA
AAM/VVVDM/VCSA1O1/|.Q.26444U'OO
Design pressure: ±55.14puf
Water penetration resistance 9.19psf
4. Report No.:855Q5.O1'1O9-47signed and sealed byMichael O.Stremme0. P.E.
Architectural Testing|no..York, PA
ASTIVIE1888-05and ASTM E198G-O5
ASTM E180RE1SQ6 Large Missile Impact, Level D.Wind Zone 3
ASTIVI E1886/ 6 Cyclic LoadTeut,±55.Opsfdesign pressure
5. Report No.: B7020.02-109-47 signed and sealed by Michael D. Stnemmo|, P.E.
Architectural Testing Inc.,York, P4
ASTKAE1880-O5and ASTM E1A8O'D5
ASTN1E188U/E1Q98 Large Missile Impact, Leve|D.VWndZone3
ASTM E1Q8O/E1BS8 Cyclic Load Test, ±55.Upofdesign pressure
G. Anchor calculations, report number 512277-1,prepared, signed and sealed by Luis Roberto Lomas P.E.
Limitations and Conditions ofuse:
° Maximum design pressure: ±55.Opef
° Maximum unit size: Q5k2"x531/2"
° Units must be glazed per ASTIVI E 1300-04,see installation instructions for glass details.
• This product ionot rated tobeused inthe HVHZ
~ This product ieimpact resistant and does not require impact protection inwind borne debris regions.
° Frame material tobaAluminum DOB3-T5.
Installation:Units must be installed in accordance with approval document,08-01613 Ii/
Revision A.
Certification mfIndependence: Please note that|don't have nor will acquire o
financial inte�stinany u mnnu��uhngnrdi�dbubnQthe pmdu�$}for which
JV nr °
this report is being issued,Also, I don't have nor will acquire a financial interest in any Z:
� �� 0 51
berenbthe — 4.- TATE
ORXV
ONAL
1of1 Luis R. Lomas, P.E.
FLNo.:O2514
05/13/2O15