HomeMy WebLinkAboutProduct Approval- Swing Door (2) 4/18/2017 311"6u' Florida Building Code Online File Copy
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FL# FL17499-R1
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
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
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
D
Product Approval Method Method 1 Optio A
7
Date Submitted 07/19/2016
Date Validated 08/05/2016
Date Pending FBC Approval
Date Approved 08/05/2016
https:/Avww.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6BPhSOG%2f386zlGHmSYpg0u%2f)(Mgl5alXtAgp/o3d%3d 1/3
4/18/201,7 Florida Building Code Online
V.
Summary of Products
FL# Model, Number or Name Description
17499.1 185 SH 52x72 Fin/Flange Frame IG/SG Impact Single Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17499 R1 C CAC MI Windows- 185 SH (Fin) Impact
Approved for use outside HVHZ: Yes (2).Ddf
Impact Resistant: Yes FL17499 R1 C CAC MI Windows- 185 SH (Fin)Impact
Design Pressure: +55/-55 (3).odf
Other: R-PG55, Missile Level D, Wind Zone 3. Glass to be FL17499 R1 C CAC MI Windows- 185 SH (Flanoe) Impact
bedded in Pecora 896 sealant. (2).Ddf
FL17499 R1 C CAC MI Windows - 185 SH (Flange) Impact
(5).Ddf
Quality Assurance Contract Expiration Date
10/10/2018
Installation Instructions
FL17499 R1 II 08-02544A.Ddf
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R1 AE 513320A.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 R1 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).pdf
Impact Resistant: No FL17499 R1 C CAC MI Windows - 185 SH (Fin) (10).pdf
Design Pressure: +60/-60 FL17499 R1 C CAC MI Windows - 185 SH (Fin) (9).odf
Other: R-PG55 FL17499 R1 C CAC MI Windows - 185 SH (Flanae) (9).odf
Quality Assurance Contract Expiration Date
10/09/2018
Installation Instructions
FL17499 R1 II 08-02546A.Ddf
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R1 AE 513322A.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 R1 C CAC MI Windows - 185 SH (Fin) Impact
Approved for use outside HVHZ: Yes (4).Ddf
Impact Resistant: Yes FL17499 R1 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 R1 C CAC MI Windows - 185 SH (Flange) Impact
bedded in Pecora 896 sealant. (3).Ddf
FL17499 R1 C CAC MI Windows - 185 SH (Flange) Impact
(4).Ddf
Quality Assurance Contract Expiration Date
10/17/2018
Installation Instructions
FL17499 R1 II 08-02545A.Ddf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R1 AE 513321A.p_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 R1 C CAC APC(13361)E1726.01-109-47-RO 185
Approved for use outside HVHZ: Yes SH(FLG waiver).Ddf
Impact Resistant: No FL17499 Rl C CAC MI Windows - 185 SH (Fin) (11).Ddf
Design Pressure: +60/-60 FL17499 R1 C CAC MI Windows - 185 SH (Fin) (12)rdf
Other: R-PG60 FL17499 R1 C CAC MI Windows- 185 SH (Fiance) (10).Ddf
Quality Assurance Contract Expiration Date
10/08/2018
Installation Instructions
FL17499 R1 II 08-02549A.Ddf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R1 AE 513327A.Edf
Created by Independent Third Party: Yes
https:/twww.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6BPhSOG%2f386ziGHmSYpgOu%2fXMq[5aiXtAg%3d`/aid 213
4/18/20W Florida Building Code Online
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 R1 C CAC APC(13363)E1729 01-109-47-RO 185 SH
Approved for use outside HVHZ: Yes (FLG waiver).odf
Impact Resistant: No FL17499 R1 C CAC MI Windows - 185 SH (Fin) (13) Ddf
Design Pressure: +60/-60 FL17499 R1 C CAC MI Windows- 185 SH (Fin) (14).Ddf
Other: R-PG60* FL17499 R1 C CAC MI Windows- 185 SH (Flanae) (11).Ddf
Quality Assurance Contract Expiration Date
10/17/2018
Installation Instructions
FL17499 R1 II 08-02550A.Dddf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R1 AE 513328A.odf
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 R1 C CAC MI Windows- 185 SH Triple (Fin)
Approved for use outside HVHZ: Yes (3).Ddf
Impact Resistant: No FL17499 R1 C CAC MI Windows - 185 SH Triple (Fin)
Design Pressure: +50/-50 (4).Dddf
Other: R-PG50* FL17499 R1 C CAC MI Windows- 185 SH Triple(Flanae)
(3).Ddf
FL17499 R1 C CAC MI Windows- 185 SH Triple (Flange)
(4).Ddf
Quality Assurance Contract Expiration Date
10/20/2018
Installation Instructions
FL17499 R1 II 08-02548A.Ddf
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R1 AE 513324A.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 R1 C CAC MI Windows- 185 SH Twin (Fin) (3).Ddf
Approved for use outside HVHZ: Yes FL17499 R1 C CAC MI Windows- 185 SH Twin (Fin) (4).Ddf
Impact Resistant: No FL17499 R1 C CAC MI Windows- 185 SH Twin (Flange)
Design Pressure: +45/-45 (3).Ddf
Other: R-PG45 FL17499 R1 C CAC MI Windows- 185 SH Twin (Flanae)
(4).odf
Quality Assurance Contract Expiration Date
10/20/2018
Installation Instructions
FL17499 R1 II 08-02547A.Ddf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R1 AE 513323A.odf
Created by Independent Third Party: Yes
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Contact Us:: 2601 Blair Stone Road,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.
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I�
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED ANCHOR SPACING & CHARTS 07/11/2016 R.L.
NOTES: 15, FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. SUBSTRATE. 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 THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE INSTALLATION DETAILS.
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED 1i7. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY DETAILS.
18. ALL FASTENERS TO BE CORROSION RESISTANT.
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI.
THE ARCHITECT OR ENGINEER OF RECORD. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM.
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS D. METAL STRUCTURE: STEEI. 18GA (.048") FY=33KSI/FU=52KSI OR
PROVIDED. ALUMINUM 5063-T5 FU=30KSI .048" THICK MINIMUM
8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT
EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR
GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4
9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE
OF SUSTAINING APPLICABLE LOADS.
10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11. FRAME MATERIAL: EXTRUDED RIGID PVC.
12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEET 14 FOR GLASS DETAILS.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
14, FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
SIGNED:0711312016
MI WINDOWSIWM
EST AR AND DOORSTREET \\\\J`S tR IIl O A;
TABLE OF CONTENTS GRATZ, PA 17030-0370 `�,••��GENB�.•�+
SHEET N0. DESCRIPTION SERIES 185 ALUMINUM TRIPLE SINGLE HUNG WINDOW *• 0
i NOTES 111 X72NOT05-IMPACT � �=
�D, ATl OF 0
2 - 4 ELEVATIONS �0DRAW �( tw.• ��
4 - 13 INSTALLATION DETAILS N G. owc No. 08-02548 RA /���s'd� 0R10!��`��`\
14 COMPONENTS SCALE NITS DATE 01/05/15 SHEET OF 14 i��i��pNA1tE\`��
REVISIONS
110 1/4" MAX FRAME WIDTH REV DESCRIPTION DATE I APPROVED
2" MAX 16" MAX 3 1/16" 3 1/16" 2" MAX A REVISED ANCHOR SPACING & CHARTS 07/11/2016 R.L.
O.C. MAX MAX
3 1/16" 3 1/16"
MAX MAX
16"
MAX O
O.C.
72" } CHART#1
MAX
FRAME Number of anchor locations required
HEIGHT / / / Frame Frame Width(in)
Height 56.63 78.75 90.75 1 110.25
(in) H&S Jamb H&S Jamb H&S Jamb H&S Jamb
ILJI ILJI 24.00 6 3 9 3 9 3 9 3
3.00 6 3 9 3 9 3 9 3 "
36.00 6 3 9 3 9 3 9 3
4200 6 4 9 4 9 4 9 4
48.00 6 4 9 4 12 4 12 4
" 54.00 6 5 9 5 12 5 15 5
60.00 6 5 9 5 12 5 15 5
185 ALUMINUM TRIPLE SINGLE HUNG WINDOW 66.00 9 5 12 5 15 5 15
EXTERIOR VIEW 5
7200 9 6 12 6 15 61 15 1116
FLANGE&FINLESS INSTALLATION
WITHOUT FILLERS
SEE CHART#1 SHEET 2 FOR SMALLER UNITS REQUIRED ANCHORS
DESIGN PRESSURE RATING IMPACT RATING
±50.QPSF NONE
NOTES:
1. MAXIMUM SASH SIZE: 35 3/8"" X 36".
2. MAXIMUM SASH D.L.O.: 31 1/2" X 31 7/8". SIGNED:0711312016
3. MAXIMUM FIXED D.L.O.: 33 1/4" X 32 5/8".
MI WINDOWS AND DOORS \\���11111uIIi�,
650 WEST MARKET STREET \���J\S R ..�G A, �i�
GRATZ, PA 17030-0370 `�,,•� ENSF,y
SERIES 185 ALUMINUM TRIPLE SINGLE HUNG WINDOW = Mr.• 0y61251 *�
11 1"X72" NON—IMPACT 0�`
HARDWARE SCHEDULE =o'yy $$S
FLANGE & FINLESS ELEVATIONS ��D• TAT OF
A. (2)METAL SWEEP LOCK ATB"FROM EACH END INTERIOR MEETINGRAIL �0,
B. (2)BLOCK AND TACKLE BALANCE ATJAMBS E�L
owc No.C. (1)FLANGEVERTICALMULLION(SECT5764) O1/OS 15 OS-025280E 14 A 10NALt������
D. (1)FIN VERTICAL MULLION(CM-18514)
REVISIONS
REV DESCRIPTION DATE I APPROVED
— 110 1/4" MAX FRAME WIDTH
A REVISED ANCHOR SPACING & CHARTS 1 07/11/2016 R.L.
3 1/16" MAX 3 1/16"
MAX
16" 3 1/16" 3 1/16"
2" MAX OM C �{ r MAX MAX 2" MAX
16"
MAX
O.C.
72" CHART#2
MAX Number of anchor locations required
FRAME Frame Frame Width(in)
HEIGHT / / /
/ / / Height 110.25
(in) H 8 S Jamb H 6 S Jamb H 6 S Jamb H 8 S Jamb
24.00 6 3 9 3 9 3 9 3
X X 30.00 6 3 9 3 9 3 9 3
42.00 6 4 9 4 9 4 9 4
N_�O�
6 4 9 4 9 4 9 4
6 5 9 5 9 5 9 5
6 5 9 5 9 5 9 5
6 5 9 5 9 5 9 5
185 ALUMINUM TRIPLE SINGLE HUNG WINDOW 7.00 s s s s s 6 9 6
EXTERIOR VIEW
FLANGE 8 FINLESS INSTALLATION
WITH FILLERS
SEE CHART#2 SHEET 3 FOR SMALLER UNITS REQUIRED ANCHORS
DESIGN PRESSURE RATING IMPACT RATING
t50.OPSF NONE
NOTES:
1. MAXIMUM SASH SIZE: 35 3/8"" X 36".
2. MAXIMUM SASH D.L.O.: 31 1/2" X 31 7/8". SIGNED:0711312016
3. MAXIMUM FIXED D.L.O.: 33 1/4" X 32 5/8".
Msso WINDOWS
EST MARKEAND
DOORS `\\S F.IIt0
TREET
GRATZ, PA 17030-0370 v•�VCENSF9d+'�
SERIES 185 ALUMINUM TRIPLE SINGLE HUNG WINDOW _*• 0 6251 *�
HARDWARE SCHEDULE
111"X72" NON—IMPACT FLANGE & FINLESS ELEVATIONS �' TATE OF
A. 2 METALSWEEP LOCK AT8"FROM EACH END INTERIOR MEETING RAII
8. (2)BLOCK AND TACKLE BALANCE ATJAMBS DRAWN. OWG NO. REV �i�'OFS�COR1�p:G��'\�
C. 1 FLAN GE VERTICAL MULLION SECT5764) N.G. DATE 08 s02548 A /ik ONALIE?����
D. (1)FIN VERTICAL MULLION(CM-18514) NTS 01/05/15 3 OF 14
REVISIONS
REV DESCRIPTION DATE APPROVED
110 1/2" MAX FRAME WIDTH 2" MAX A REVISED ANCHOR SPACING & CHARTS 07/11/2016 R.L.
� 10" MAX O.C. —{ 2" MAX
10"
MAX O.C.
72"
MAX
FRAME
HEIGHT CHART#3 Number of anchor locations required
Frame Frame Width(in)
Height 75 110.
25
X X (in) H 8 S IJamb H 6 S63 Jamb H 6 S Jamb H 8 S Jamb
24.00 7 3 9 3 10 3 12 1 3
30.00 7 4 9 4 10 4 12 4
36.00 7 5 9 5 10 5 12 5
4200 7 5 9 5 10 5 12 5
185 ALUMINUM TRIPLE SINGLE HUNG WINDOW 48.00 7 6 9 6 10 6 12 6
EXTERIOR VIEW 54.00 7 6 9 6 10 6 12 6
FIN INSTALLATION 60.00 7 7 9 7 10 7 12 7
SEE CHART#3 FOR SMALLER UNITS REQUIRED ANCHORS 66.00 7 8 9 8 10 8 12 8
7200 7 8 9 8 10 8 12 8
DESIGN PRESSURE RATING IMPACT RATING
+50.OPSF NONE
NOTES:
1. MAXIMUM SASH SIZE: 35 3/8"" X 36".
2. MAXIMUM SASH D.L.O.: 31 1/2" X 31 7/8".
3. MAXIMUM FIXED D.L.O.: 33 1/4" X 32 5/8".
SIGNED:0711312016
MI WINDOWS AND DOORS \X011111)////��
650 WEST MARKET STREET \\�\J�g R- LOM���/
GRATZ, PA 17030-0370 �,••��GENSF d+%
SERIES 185 ALUMINUM TRIPLE SINGLE HUNG WINDOW =*• 0 251 *-
HARDWARE SCHEDULE 111"X72" NON—IMPACT O` S OF ;
A. 2)METAL SWEEP LOCK AT8"FROM EACH END INTERIOR MEETING RAIL FIN ELEVATION TATE
B. (2)BLOCK AND TACKLE BALANCE AT JAMES DRAWN. DWc NO. Rev �i�'O F FS
C. (1)FLANGE VERTICAL MULLION(SECT 5764) N.G. DATE 08 s02E548 A s/ONAl1EN����
D. (1)FIN VERTICAL MULLION(CM-18514) NTS O1/OS/15 4 OF 14
1/2" MIN REVISIONS
EDGE DISTANCE 3/4" MIN REV DESCRIPTION DATE APPROVED
WOOD FRAMING EDGE DISTANCE A REVISED ANCHOR SPACING & CHARTS 1 07/11/2016 R.L.
OR 2X BUCK METAL
BY OTHERS i STRUCTURE
EMBEDMENT MIN. BY OTHERS
1 3/8" MIN. 1/4" MAX.
EMBEDMENT SHIM SPACE
BACKER RODfSHIM
MAX 1/4" MAX. 1/+2„ INTERIOR& APPROVEDPACE APPROVED - SHIM SPACE MINSEATANTSEALANT
EDGE
DISTANCE
#10 WOOD SCREW
#10 SMS OR #10 WOOD
SELF DRILLING SCREW _
SCREW WOOD FRAMING
OR 2X BUCK EX [�
TERIOR
INTERIOR BY OTHERS
BACKER ROD JAMB INSTALLATION DETAIL
INTERIOR & APPROVED WOOD FRAMING OR2X BUCK INSTALLATION
SEALANT
y{ 1/4„ MAX.
EXTERIOR SHIM SPACE
EXTERIOR
#10
ELF DRILLING
NG INTERIOR
SELF DRILLING
#10 WOOD SCREW SCREWS
#10 SMS OR j
SILL TO BE SET SELF DRILLING SCREWS 3 4
IN A BED OF SILL TO BE SET MIN.
APPROVED IN A. BED OF EDGE
STRUCTURAL APPROVED DISTANCE
rz
BACKER ROD SEALANT STRUCTURAL
& APPROVED BACKER ROD
SEALANT EXTERIOR
SEALANT r 1/4" MAX. & APPROVED
1 SHIM SPACE SEALANT 1/4" MAX. METAL BACKER ROD
WOOD FRAMING �- SHIM SPACE STRUCTURE & APPROVED
OR 2X BUCK METAL BY OTHERS SEALANT JAMB INSTALLATION DETAIL
BY OTHERS STRUCTURE METAL STRUCTURE INSTALLATION
1 3/8" MIN. BY OTHERS
EMBEDMENT
SIGNED:07/13/2016
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION VERTICAL CROSS
IN M WINDOWS AND DOORS \\ \5 IN I
\JRL0
METAL STRUCTURE INSTALLATION sso STREET
GRATZ, PA 17030-0370 -\GE •S�i/��
NOTES:
SERIES 185 ALUMINUM TRIPLE SINGLE HUNG WINDOW *• 0 6
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 111"X72" NON-IMPACT ��
NOT SHOWN FOR CLARITY FLANGE INSTALLATION DETAILS WITHOUT FILLERS
�gf, TAT OF w�
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE 0�• P
DESIGNED IN ACCORDANCE W/THASTME2112 DRAWN. DWG NO.
SCALE DATE OS 50 ES48 A AL„\�\\\\
NITS 01/05/15 5 OF 14
2 1/2" MIN. REVISIONS
EDGE DISTANCE REV DESCRIPTION DATE APPROVED
CONCRETE/MASONRY • A REVISED ANCHOR SPACING & CHARTS 07/11/2016 R.L.
BY OTHERS "° a °
e < °
OPTIONAL 1X BUCK • ° a 1 1/4" MIN,
SEE NOTES 3 — 7 EMBEDMENT 1 1/4" MIN.
SHEET 1 t EMBEDMENT
CONCRETE/MASONRY 1/4" MAX.
1/4" MAX. J BY OTHERS • SHIM SPACE
BACKER ROD SHIM SPACE
& APPROVED
SEALANT v
3/16" TAPCON 3/16" TAPCON
• INTERIOR
EXTERIOR INTERIOR 2 1/2
MIN. e
EDGE a
DISTANCE
EXTERIOR
BACKER ROD
& APPROVED
3/16" TAPCON OPTIONAL 1X BUCK SEALANT
SEE NOTES 3 — 7
SILL TO BE SET SHEET 1 JAMB INSTALLATION DETAIL
IN A BED OF CONCRETE/MASONRYINSTALLATION
BACKER ROD
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 IN ACCORDANCE WITH AS TM E2112
CONCRETE/MASONRY
BY OTHERS a ° SIGNED:0711312016
" ° 1 i/4" MIN.
EMBEDMENT MI WINDOWS AND DOORS R 11t ///
• a 650 WEST MARKET STREET ��\�5 .- -f
�G
a GRATZ. PA 17030-0370 v•��CENy. 0,
2 1/2" MIN. ERIES 185 ALUMINUM TRIPLE SINGLE HUNG WINDOW *• 0 51 *-
EDGE DISTANCE 111"X72" NON—IMPACT � T 7�
FLANGE INSTALLATION DETAILS WITHOUT FILLERS Op
A.
';3FWN: TWO Nt'. ". //� • (OR10P''\!�'��
VERTICAL
ERT ICAn�f CROSS SECTAION N.G. 08-02548 A ����SS/ONAl1E�G\\\
NIS 01/O5/ 1S 6 OF 14
1/2" MIN REVISIONS
EDGE DISTANCE REV DESCRIPTION DATE APPROVED
WOOD FRAMING 3/4" MIN A REVISED ANCHOR SPACING & CHARTS 1 07/11/2016 R.L.
OR 2X BUCK EDGE DISTANCE
BY OTHERSfSHIM
1 3/8" MIN. METAL 1 3/8" MIN. 1/4" MAX.
EMBEDMENT STRUCTURE EMBEDMENT SHIM SPACE
BY OTHERS �
BACKER ROD 1/+2" INTERIOR
& APPROVEDMAX. MIN
SEALANTPACE APPROVED 1/4" MAX. EDGE
SEALANT SHIM SPACE DISTANCE
RIGID #10 WOOD SCREW
FILLER #10 WOOD
RIGID #10 SMS OR SCREW
FILLER SELF DRILLING
SCREW
WOOD FRAMING EXTERIOR
OR 2X BUCK BACKER ROD
BY OTHERS RIGID & APPROVED
FILLER SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
INTERIOR
INTERIOR METAL 1/4" MAX.
STRUCTURE SHIM SPACE
EXTERIOR BY OTHERS
EXTERIOR
#10 SMS OR INTERIOR
SELF DRILLING
#10 WOOD SCREW #10 SMS OR SCREWS _
SELF DRILLING 3 4
SILL TO BE SET SCREWS _
IN A BED OF MIN.
APPROVED SILL TO BE SET EDGE
STRUCTURAL IN A BED OF DISTANCE
SEALANT CKER ROD APPROVED
&A APPROVED 1/4" MAX. STRUCTUSEALANT
�- EXTERIOR
SEALANT SHIM SPACE BACKER ROD
& APPROVED RIGID BACKER ROD
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WOOD FRAMING SHIM SPACE SEALANT
OR 2X BUCK 1 3/8" MIN. JAMB INSTALLATION DETAIL
BY OTHERS EMBEDMENT METAL
STRUCTURE METAL STRUCTURE INSTALLATION
BY OTHERS
SIGNED:07113,12016
VERTICAL CROSS SECTION MI WINDOWS AND DOORS ��N11IIII///
WOOD FRAMING OR2X BUCK INSTALLATION VERTICAL CROSS SECTION 650 WEST MARKET STREETR•���1�///
METAL STRUCTURE INSTALLATION GRATZ, PA 17030-0370 �v•�\GENSF9d+���
NOTES: SERIES 185 ALUMINUM TRIPLE SINGLE HUNG WINDOW *•OTAZ
5
111"X72" NON—IMPACT 1.fNTERIORANDEXTER/ORFINISHES,BYOTHERS, �NOTSHOWNFORCLARITY. FLANGE INSTALLATION DETAILS WITH FILLERS � Of ,{�,
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE P 'yam
DESIGNED IN ACCORDANCE WITH ASTM E2112 DRAWN: DWG NO. REV
uc DATE os so25as A /�i�s�ONAl1Ex\\`�
NTS O1/05/15 7 OF 14
2 1/2" MIN. REVISIONS
EDGE DISTANCE REV DESCRIPTION DATE APPROVED
CONCRETE/MASONRY --- e A REVISED ANCHOR SPACING & CHARTS 1 07/11/2016 R.L.
BY OTHERS '• ° ° r
a • °
" ° ° 1 1/4" MIN.
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SEE NOTES 3 - 7 ° 1 1/4" MIN.
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BACKER ROD SHIM SPACE ° SEE NOTES 3 - 7
SHEET 1
& APPROVED
a
SEALANT
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FILLER 3/16" TAPCON 3/16" TAPCON
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a- ° INTERIOR
°
EXTERIOR INTERIOR 2 1/2 4 ,
MIN.
EDGE
DISTANCE
EXTERIOR
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RIGID & APPROVED
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SILL TO BE SET JAMB INSTALLATION DETAIL
IN A BED OF CONCRETEMASONRYINSTALLATION
BACKER ROD
APPROVED
& APPROVED
SEALANT STRUCTURAL
SEALANT
OPTIONAL 1X BUCK i 4" NOTES:
MAX.
SEE NOTE 3 - 7 / 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
SHEET i SHIM SPACE NOT SHOWN FOR CLARITY.
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
CONCRETE/MASONRY SIGNED:07111312016
BY OTHERS 44 1 1/4" MIN
4° ° EMBEDMENT M650 IWEDSOTWMARKED SDOORS \`TREET \\J\co IR. Lo I//
° GRATZ, PA 17030-0370 `v,•*\GENSF
2°1/2" MIN SERIES 185 ALUMINUM TRIPLE SINGLE HUNG WINDOW *• 0 51
EDGE DISTANCE 111I TAT'
A NON-IMPACT � �`
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VERTICAL CROSS SECTION DRAWN: DWG NO. REV �i�`�.s
65NCRETE4114ASONRYINSTALLATION NAG•NTS DATE O1/OS/15 08SO25880E 14
1/2" MIN REVISIONS
EDGE DISTANCE REV DESCRIPTION DATE APPROVED
WOOD FRAMING 3/4" MIN A REVISED ANCHOR SPACING & CHARTS 1 07/11/2016 R.L.
OR 2X BUCK METAL EDGE DISTANCE
BY OTHERS STRUCTURE F71 3/8" MIN. 1/4" MAX.
1 3/8" MIN. BY OTHERS EMBEDMENT SHIM SPACE
EMBEDMENT 1/4" MAX.
SHIM SPACE
INTERIOR
BACKER ROD 1/2
& APPROVED 1/4" MAX. APPROVED MIN
SEALANT SHIM SPACE SEALANT - EDGE
DISTANCE
#10 WOOD SCREW #10 SMS OR
SELF DRILLING #10 WOOD
SCREW SCREW
EXTERIOR
EXTERIOR
WOOD FRAMING BACKER ROD
!!I OR 2X BUCK & APPROVED
BY OTHERS SEALANT
INTERIOR JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
Li
EXTERIOR INTERIOR 1/4" MAX.
SHIM SPACE
#10 SMS OR INTERIOR
#10 WOOD SCREW kS
0 SMS OR SELF DRILLING
F DRILLING SCREWS b _
REWS
SILL TO BE SET
IN A BED OF 3/4"
APPROVED ILL TO BE SET
STRUCTURAL A BED OF MIN.
SEALANT PPROVED EDGE
BACKER ROD TRUCTURAL
DISTANCE
& APPROVED 1/4" MAX. BACKER RODEALANT EXTERIOR
SEALANT SHIM SPACE & APPROVED
SEALANT BACKER ROD
1/4" MAX. & APPROVED
WOOD FRAMING SHIM SPACE METAL J SEALANT
OR 2X BUCK 1 3/8" MIN. STRUCTURE
BY OTHERS EMBEDMENT METAL BY OTHERS
STRUCTURE JAMB INSTALLATION DETAIL
BY OTHERS METAL STRUCTURE INSTALLATION
SIGNED:07,11312016
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION VERTICAL CROSS SECTION M I WINDS W SO7W ARKST STREET
D DOORS 1R I I C o
METAL STRUCTURE INSTALLATION GRATZ, PA 17030-0370 �VG E N
NOTES: SERIES 185 ALUMINUM TRIPLE SINGLE HUNG WINDOW *• �Illo �OF
111"X72" NON-IMPACT ,�{� ��,iE1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,NOT SHOWN FOR CLARITY FINLESS INSTALLATION DETAILS WITHOUT FILLERS ��1, TA �\
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE -fix^` 0 R 1OP I*
DESIGNED IN ACCORDANCE WITH ASTM E2112 DRAWN: DWO NO. PA ��i l's G \
SCALE DATE 08 502548 A S/ONALIE?����
NTS 01/05/15 9 OF 14
2 1/2" MIN. REVISIONS
EDGE DISTANCE REV DESCRIPTION DATE APPROVED
CONCRETE/MASONRY a A REVISED ANCHOR SPACING & CHARTS 07/11/2016 R.L.
BY OTHERS a ° ° $' ° ° °
e
• n OPTIONAL iX BUCK 1 1/4" MIN.° ° EMBEDMENT
SEE NOTES 3 - 7 1 1/4" MIN.
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BACKER ROD SHIM SPACE ° SEE NOTES 3 - 7
SHEET 1
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SEALANT
3/16" TAPCON 3/16" TAPCON °v /
1 4" MAX.
SHIM SPACE
° I INTERIOR
• / I
EXTERIOR INTERIOR 2 1/2" ° ° -
_, _. MIN.
EDGE
DISTANCE
EXTERIOR
BACKER ROD
& APPROVED
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SILL TO BE SET JAMB INSTALLATION DETAIL
IN A BED OF CONCRETEHMASONRYINSTALLATION
BACKER ROD APPROVED
& APPROVED STRUCTURAL
SEALANT SEALANT
OPTIONAL IX 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 IN ACCORDANCE WITH ASTM E2112
CONCRETE/MASONRY
BY OTHERS ° ° a BY 07/13/2016
1 1/4" MIN
a° d ° EMBEDMENT MsSQ wDOWMARKETS D STREET DOORS \\\`\J`g 11 IE1�o
a GRATZ, PA 17030-0370 �,••EST
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2.1/2" MIN ERIES 185 ALUMINUM TRIPLE SINGLE HUNG WINDC':: =k• 0 *�
EDGE DISTANCE 111"X72N NON IMPACT >t�
VERTICAL CROSS SECTION FINLESS INSTALLATION DETAILS WITHOUT FILLER ;�o• TAT OF tug
CONCRETEIMASONRY INSTALLATION DRAWN ONG NO. %Ot► [ORN. 1��:
SLAG GATE 08 y02548 A �� 8/0NA1`�1�����
NTS 01/05/15 10 OF 14
1/2" MIN REVISIONS
EDGE DISTANCE REV DESCRIPTION DATE APPROVED
WOOD FRAMING — 3/4" MIN A REVISED ANCHOR SPACING & CHARTS 1 07/11/2016 R.L.
OR 2X BUCK 1 3/8 MIN EDGE DISTANCE
BY OTHERS EMBEDMENT METAL 1 3/8" MIN. 1/4" MAX.
STRUCTURE EMBEDMENT SHIM SPACE
BY OTHERS i
BACKER ROD 1/4" MAX. 1/2" INTERIOR
& APPROVED SHIM SPACE 1/4" MAX MIN
SEALANT APPROVED SHIM SPACE EDGE
SEALANT DISTANCE
RIGID #10 WOOD SCREW #10 SMS OR
FILLER SELF DRILLING #10 WOOD
RIGID SCREW SCREW
FILLER EXTERIOR
WOOD FRAMING
EXTERIOR OR 2X BUCK BACKER ROD
BY OTHERS APPROVED
S
RIGID SEALANT
INTERIOR FILLER f�l� JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
METAL
EXTERIOR `\ I INTERIOR STRUCTURE 1/4" MAX.
BY OTHERS SHIM SPACE
#10 SMS OR INTERIOR
#10 WOOD SELF DRILLING
SCREW SCREWS
#10 SMS OR
SILL TO BE SET SELF DRILLING SCREWS `
IN A BED OF 3/4"
APPROVED SILL TO BE SET
IN A BED OF MIN.
STRUCTURAL APPROVED EDGE
BACKER ROD SEALANT STRUCTURAL DISTANCE EXTERIOR
& APPROVED 1/4" MAX. SEALANT 1
BACKER ROD
SEALANT SHIM SPACE & APPROVED
SEALANT RIGID BACKER ROD
WOOD FRAMING 1/4" MAX. & APPROVED
OR 2X BUCK 1 3/8" MIN SHIM SPACE FILLER SEALANT
BY OTHERS EMBEDMENT METAL
STRUCTURE -f JAMB INSTALLATION DETAIL
BY OTHERS METAL STRUCTURE INSTALLATION
SIGNED:0711312016
VERTICAL CROSS SECTION
WOOD FRAMING OR2X BUCK INSTALLATION VERTICAL CROSS SECTION MI
0WEST WINDOWS
KET STREET
TOOKS R IIL/0
METAL STRUCTURE INSTALLATION GRATZ, PA 17030-0370 `v,•��CENB�••tP
NOTES: SERIES 185 ALUMINUM TRIPLE SINGLE HUNG WINDOW *• 0
1.INTERIOR AND EXTERIOR FINISHES,BYOTHERS, 111"X72" NON—IMPACT
NOT SHOWN FOR CLARITY FINLESS INSTALLATION DETAILS WITH FILLERS O'� � �+� :"`
2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DRAWN OR
. DWG NO. REV �� t►•:� 1QP'\ \�
DESIGNED IN ACCORDANCE WITH ASTM E2112 / S G\\
NAG. 08 s02548
NITSoaTE 01/05/15 11 OF 14
2 1/2" MIN. REVISIONS
�- EDGE DISTANCE REV DESCRIPTION DATE APPROVED
CONCRETE/MASONRY A REVISED ANCHOR SPACING & CHARTS 07/11/2016 R.L.
BY OTHERS •� a °
a ° °
n 1 1/4" MIN.
OPTIONAL 1X BUCK c EMBEDMENT
SEE NOTES 3 — 7 1 1/4" MIN.
SHEET 1 + EMBEDMENT
CONCRETE/MASONRY
i/4" MAX. BY OTHERS OPTIONAL I BUCK
BACKER ROD SHIM SPACE • SEE NOTES 3 — 7
SHEET 1
& APPROVED c
SEALANT
RIGID 3/16" TAPCON 3/16" TAPCON °� 1/4" MAX.
FILLER SHIM SPACE
INTERIOR
EXTERIOR F INTERIOR 2 1/2"
MIN. a
EDGE
DISTANCE • • +
BACKER ROD EXTERIOR
RIGID & APPROVED
3/16" TAPCON FILLER SEALANT
SILL TO BE SET JAMB INSTALLATION DETAIL
IN A BED OF CONCRETE/MASONRYINSTALLATION
BACKER ROD APPROVED
& APPROVED STRUCTURAL
SEALANT SEALANT
OPTIONAL 1 X BUCK 4" MAX. NOTES.
1
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 IN ACCORDANCE WITH ASTM E2112
CONCRETE/MASONRY � a � SIGNED:07/13/2016
BY OTHERS n ° 1 1/4" MIN
a• ° c °° ° EMBEDMENT MI WINDOWSIwDOW EST aR AND ET SDOORS \TREET `\�J\S 1R 11Lp �/'/
GRATZ, PA 17030-0370 `�••�\GENSF
2e1/2" MIN ERIES 185 ALUMINUM TRIPLE SINGLE HUNG WINDOW *• 0 51 *:
111"X72" NON—IMPACT k�J +t���
EDGE DISTAN('f O'; STATE OF ;�\
VERTICAL CROSS SECTION FINLESS INSTALLATION DETAILS WITH FILLER
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N.G.NTS DATE 01/05/1 5 OB lHE,71 OF t 4 A ,��7Si0NAL1E?����
1 1/4" MIN. REVISIONS
EMBEDMENT REV DESCRIPTION DATE I APPROVED
#8 WOOD WOOD A REVISED ANCHOR SPACING d CHARTS 07/11/2016 R.L.
SCREW FRAMING
BY OTHERS
1/4" MAX.
SHIM SPACE
7/16" MINEDGE DISTANCE
DISTANCE
WOOD FRAMING 1/4" MAX
BY OTHERS SHIM SPACE
INTERIOR
1 1/4"
MIN.
EXTERIOR EMBEDMENT
INTERIOR T-
#8 WOOD
SCREW
-I%Ll Ve
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
7/16" MIN �— DESIGNED IN ACCORDANCE WITH ASTM E2112
EDGE DISTANCE
y8 WOOD WOOD SIGNED:0711312016
SCREW FRAMING
1 MIN. BY OTHERS MI WINDOWS AND DOORS 1�11111u11i�
EMBEDMENT 650 WEST MARKET STREET �\\S R•C off" ,,,
VERTICAL CROSS SECTION GRATZ, PA 17030-0370 v•*\GENS'.,p•��
WOOD FRAMING OR2X BUCK INSTALLATION SERIES 185 ALUMINUM TRIPLE SINGLE HUNG WINDOW"X72 NON-IMPACT �,*o• 0 DETAILS TAT �A*t�:�FI1N1 INSTALLATION OF
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DRAWN. DWG NO. TV 0NR
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08502548 A
SCALE DALE 01/05/15 �
13 OF 14
'RIF
REVISIONS
2 3/16" 1 7/B" REV DESCRIPTION DATE APPROVED
2 3/16"+{ A REVISED ANCHOR SPACING do CHARTS 07/11/2016 R.L.
13/16" Q 2 3/16" I 2 3/16"
J� J I 1 5/16" 5/8"
L 1
FLANGE FRAME HEAD FLANGE FRAME JAMB FINLESS FRAME HEAD FINLESS FRAME JAMB 1/8" ANN. 1/B" ANN.
CM-18501 CM-18503 CM-8553 CM-18513
ALUMINUM6063-T5.050'THICK ALUMINUM 6063-T5.050"THICK ALUMINUM 6063-T5.050"THICK ALUMINUM6063-T5.050"THICK METAL REINFORCED
BUTYL SPACER
2 5/16" 2 5/16" —I 2 5/16" I EXTERIOR
I I 1 INTERIOR
5/8" BITE SILICONE
2 3/16„ SEALANT
3 3/8" 2 13/1 E 3 3/4" 2 5/16" L
SETTING BLOCK
GLAZING DETAIL A
LT
FLANGE FRAME SILL FINLESS FRAME SILL
CM-18502 CM-18554 FIN FRAME SILL FIN FRAME HEAD
ALUMINUM6063-T5.055"THICK ALUMINUM6063-T5.055"THICK CM-18509 CM-18508 3/16' ANN
ALUMINUM 6063-T5.055"THICK ALUMINUM 6063-T5.050'THICK
1 7/16" 2 3/8" EXTERIOR
—{ 1 5/8 � � 1 1/8" � INTERK)R
r 3/16"
5/8" BITE SILICONE
2 5/16" � 2 3/16" SEALANT
LE1
7_ SETTING
1 BLOCK
LOCK R ws ILE SASH BOTTOM RAIL MEETING RAIL GLAZING BEAD FIN FRAME JAMB GLAZING DETAIL B
cm-laws CM-18555 CM-18504 V-w CM- - 0
ALUMINUM 6063-T5.062'THICK ALUMINUM 6063-T5.050'THICK ALUMINUM 6063-T5.055"THICK RIGID PVC.060"THICK ALUMINUM 6063 T5.050 THICK
SIGNED:07113/2016
2 1/8" 2 3/16" 15/16" --{1 3/8" Meso WINDOWS EST ANDSDOORS `TREET ``\0 �RIIL10�///
GRATZ, PA 17030-0370 `�,••��GEN,p�..�y+%
015/$" 15/i6"LERIES 185 ALUMINUM TRIPLE SINGLE HUNG WINDOW * •"*
VERTICAL MULLION VERTICAL MULLION GANG BEAD 1 t 1"x72" NON-IMPACT -
I SASH STILE COMPONENTS A, TAT OF ��
SECT5764 CM-18614 V-185 CM-18507 DRAWN: owc No. Pry i��F•�ZORIO'..Z"
ALUMINUM 6063-T5.125"THICK ALUMINUM 6005-T5.156'THICK RIGID PVC.050"THICK ALUMINUM 6063-T5.050"THICK _ i s'•...• `G
SCALE DATE 08 SHEET 48 A �Ot�AI-1�\\\\\\
NTS 01/05/75 14 OF 14