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NFRC U-FACTOR, SHGC, VT, &CONDENSATION RESISTANCE
COMPUTER SIMULATION REPORT
(Revised)
Rendered to:EARTHWISE GROUP, L.L.C
SERIES/MODEL:623.620 Patio Door
Report Number:Original Report Date:Revised Report Date:
D7297.03-116-4503/27/1504/14/15
130 Derry CourtYork, PA 17406
p. 717.764.7700f. 717.764.4129
www.archtest.com www.intertek.com/building
NFRC U-FACTOR, SHGC, VT, & CONDENSATION RESISTANCECOMPUTER SIMULATION REPORT
(Revised)
Rendered to:EARTHWISE GROUP, L.L.C
5796 Cedarview CourtLiberty Township, Ohio 45044
Report Number:Simulation Date:
Original Report Date:Revised Report Date:
Project Summary:
Standards:
Software:
Simulations Specimen Description:Series/Model: 623.620 Patio DoorType: Sliding Glass Door, Sliding Glass Door (XX or OX) Frame Material: VY Vinyl Sash Material: VP Vinyl w/ Reinforcement - Partial Standard Size: 2000mm x 2000mm
Architectural Testing, Inc. was contracted to perform U-Factor, Solar Heat Gain Coefficient,Visible Transmittance, and Condensation Resistance* computer simulations in accordance withthe National Fenestration Rating Council (NFRC). The products were evaluated in fullcompliance with NFRC requirements to the standards listed below.
*NFRC's Condensation Resistance rating is NOT equivalent to a Condensation ResistanceFactor (CRF) determined in accordance with AAMA 1503.
NFRC 100-2014: Procedure for Determining Fenestration Product U-FactorsNFRC 200-2014: Procedure for Determining Fenestration Product Solar Heat Gain
Coefficient and Visible Transmittance at Normal Incidence
D7297.03-116-4503/23/1503/27/15
Total Product Calculations: WINDOW 6.3.74Spectral Data Library: IGDB 40.0
NFRC 500-2014: Procedure for Determining Fenestration Product CondensationResistance Values
Frame and Edge Modeling: THERM 6.3.46Center-of-Glass Modeling: WINDOW 6.3.74
04/14/15
130 Derry CourtYork, PA 17406
p. 717.764.7700f. 717.764.4129
www.archtest.com www.intertek.com/building
D7297.03-116-45Page 2 of 22
Revised Report Date: 04/14/15
Modeling Assumptions/Technical Interpretations:1) To prevent air infiltration, tape was applied to all interior sash crack locations.
Specialty Products Table:
SHGC = SHGC0 + SHGCc (SHGC1 - SHGC0)VT = VT0 + VTc (VT1 - VT0)
Validation Matrix:The following products are part of a validation matrix. Only one is required for validationtesting.
Product Line Report NumberNone -
VT0 0.000000 0.000000 0.000000VT1 0.700105 0.607685 0.521797
SHGC0 0.006217 0.009225 0.012020SHGC1 0.706322 0.616910 0.533817
The specialty products method allow the manufacturer to determine the overall product SHGCand VT for any glazing option. The center of glass SHGC and/or VT must be determined usingWINDOW 6.3.74. The method gives overall product SHGC and VT indexed on center of glassproperties. All values used in the calculations are truncated to six decimal place precision.
No Dividers Dividers < 1 Dividers > 1
D7297.03-116-45Page 3 of 22
Revised Report Date: 04/14/15
Spacer Option Description
Grid Option Description
Reinforcement Option Description
Gas Filling Technique Description
Edge-of-Glass Construction
Weatherstripping
Frame/Sash Materials Finish
Finpile 1 row Interior Sill Frame, Exterior Jamb Frame and
Interior VinylExterior Vinyl
Exterior Condition PVC Glazing Bead against glass
Type Quantity LocationFinpile 2 rows Head, Exterior Sill and Interior Jamb Frame
90% Argon Single probe95% Argon Dual probe
Interior Condition Silicone between PVC sash and glass
Location MaterialAll vertical sash members and interior bottom rail Aluminum
Fill Type Method
Grid Size Grid Type Grid Pattern3/16" x 13/16" Aluminum Flat Grid (Painted) NFRC Standard
Cardinal XL Edge Spacer PIB Silicone SS-DRamapo Aluminum Spacer PIB Silicone A1-D
Spacer Type Primary Secondary CodeQuanex Duraseal Spacer Butyl Rubber None A8-S
Sealant
D7297.03-116-45Page 4 of 22
Revised Report Date: 04/14/15
CR 55U-Factor 0.34 SHGC (N /
D7297.03-116-45Page 5 of 22
Revised Report Date: 04/14/15
U-Factor 0.31 SHGC (N /
D7297.03-116-45Page 6 of 22
Revised Report Date: 04/14/15
CR 45U-Factor 0.46 SHGC (N /
D7297.03-116-45Page 7 of 22
Revised Report Date: 04/14/15
U-Factor 0.45 SHGC (N /
D7297.03-116-45Page 8 of 22
Revised Report Date: 04/14/15
CR 46U-Factor 0.44 SHGC (N /
D7297.03-116-45Page 9 of 22
Revised Report Date: 04/14/15
U-Factor 0.35 SHGC (N /
D7297.03-116-45Page 10 of 22
Revised Report Date: 04/14/15
CR 41U-Factor 0.45 SHGC (N /
D7297.03-116-45Page 11 of 22
Revised Report Date: 04/14/15
U-Factor 0.33 SHGC (N /
D7297.03-116-45Page 12 of 22
Revised Report Date: 04/14/15
CR 57U-Factor 0.30 SHGC (N /
D7297.03-116-45Page 13 of 22
Revised Report Date: 04/14/15
U-Factor 0.33 SHGC (
D7297.03-116-45Page 14 of 22
Revised Report Date: 04/14/15
CR 45U-Factor 0.45 SHGC (N /
D7297.03-116-45Page 15 of 22
Revised Report Date: 04/14/15
U-Factor 0.38 SHGC (
D7297.03-116-45Page 16 of 22
Revised Report Date: 04/14/15
CR 47U-Factor 0.43 SHGC (N /
D7297.03-116-45Page 17 of 22
Revised Report Date: 04/14/15
U-Factor 0.34 SHGC (
D7297.03-116-45Page 18 of 22
Revised Report Date: 04/14/15
CR 50U-Factor 0.34 SHGC (N /
D7297.03-116-45Page 19 of 22
Revised Report Date: 04/14/15
U-Factor 0.44 SHGC (N /
D7297.03-116-45Page 20 of 22
Revised Report Date: 04/14/15
CR 51U-Factor 0.34 SHGC (
D7297.03-116-45Page 21 of 22
Revised Report Date: 04/14/15
SIMULATED BY: REVIEWED BY:
Eric S. Leitner Kristen L. LouderSimulation Technician Senior Simulation Technician
Simulator-In-Responsible-Charge
ESL:eslD7297.03-116-45
Attachments (pages): This report is complete only when all attachments listed are included.Appendix A: Drawings and Bills of Material (21)
This report is reissued in the name of Earthwise Group, L.L.C through written authorization ofDeceuninck North America, LLC, to whom the original report was rendered. The originalDeceuninck North America, LLC report number is D7297.01-116-45.
Architectural Testing will service this report for the entire test record retention period. Testrecords that are retained such as detailed drawings, datasheets, representative samples of testspecimens, or other pertinent project documentation will be retained by Architectural Testing,Inc. for the entire test record retention period. The test record retention end date for this reportis March 23, 2019.
Results obtained are simulated values and were secured by using the designated test methods.This report does not constitute certification of this product nor an opinion or endorsement bythis laboratory. It is the exclusive property of the client so named herein and relates only to theproduct simulated. This report may not be reproduced, except in full, without the writtenapproval of Architectural Testing, Inc.
For ARCHITECTURAL TESTING, INC.:
The Condensation Resistance results obtained from this procedure are for controlled laboratoryconditions and do not include the effects of air movement through the specimen, solar radiation,and the thermal bridging that may occur due to the specific design and construction of thefenestration system opening.
Ratings values included in this report are for submittals to an NFRC-licensed IA and are notmeant to be used directly for labeling purposes. Only those values identified on a validCertification Authorization Report (CAR) by an NFRC accredited Inspection Agency (IA) areto be used for labeling purposes. The ratings values were rounded in accordance to NFRC 601,NFRC Unit and Measurement Policy.
Architectural Testing, Inc. is an NFRC accredited simulation laboratory and all simulationswere conducted in full compliance with NFRC approved procedures and specifications. TheNFRC procedure requires that the computational results be verified through actual test results.
D7297.03-116-45Page 22 of 22
Revised Report Date: 04/14/15
Revision Log
Rev. # Date Page(s) Revision(s)
-
-
---
This report produced from controlled document template ATI 00037, Revised 10/2/2012.
.01R0 03/23/15 All Original Report Issued to Deceuninck North America, LLC
.03R0 03/27/15 All Reissued report in the name of Earthwise Group, L.L.C.
.03R1 04/14/15 All Corrected sill insert, MR & HI air cavitiesUpdated SHGC/VT tableUpdated drawing package
All drawings and Bills of Material used to simulate this product are enclosed in this AppendixSome drawings may be omitted at the extruder's request.
Appendix AD7297.03-116-45
REV DESCRIPTION DATE APPROVED
REVISION HISTORY
- - - -
3/21/
2012
usjg
m\\
monsrv01\
dectech$\data\dgn\7716
7.D
GN
DRAWN BY:
DATE:
DATE:
AUTH:
AUTH:
AUTH:
DATE:
DATE:
DATE:
NAME:
DWG. NO:
SCALE: (LBS/FT.) SHEET:
REV.SIZE
NORTH AMERICA
THIRD ANGLE PROJECTION
FILENAME:
DESIGN BY:
MONROE, OHIO 45050
351 NORTH GARVER ROAD
ASME Y14.5M - 1994
INTERPRET DIM AND TOL PER
2 PL: – 0.010" 3 PL: – 0.005"
TOL ON ANGLES – 1
DIM ARE IN INCHES
UNLESS OTHERWISE SPECIFIEDCONFIDENTIAL
DECEUNINCK NORTH AMERICA
UNPUBLISHED WORK '
DRAWING AND ANY ASSOCIATED DOCUMENTS.
RESERVES THE RIGHT TO CHANGE THIS
NORTH AMERICA. DECEUNINCK NORTH AMERICA
EXPRESS WRITTEN CONSENT OF DECEUNINCK
OR DISCLOSE THIS INFORMATION WITHOUT THE
CONFIDENTIAL INFORMATION. DO NOT COPY
THIS DOCUMENT CONTAINS PROPRIETARY AND
INCORPORATED BY THE DESIGN ACTIVITY.
CAD MAINTAINED. CHANGES SHALL BE
D
2010
NEW
JGM
08/10/08
JGM
10/08/13
77167
623.620 PD - 003
623620PD-003
1 : 1
2
543
1
1
2
3 4 5
eleitnerd7297
eleitnerRejected
eleitnerRejected
eleitnerRejected
eleitnerRejected
ITEM NO. DESCRIPTION QUANTITY FAB DWG. NO SOURCE
1 HEAD 1 10001100-F-01 A2 JAMB 2 10001100-F-05 A3 EXTERIOR FRAME COVER 1 10001104-F-01 A4 INTERIOR FRAME COVER 2 STRAIGHT CUT A5 SILL 1 10001101-F-01 A6 SILL THRESHOLD 1 10300171-F-01 PPPP7 SILL RISER 1 10001105-F-01 A8 WEATHER-STRIPPING - .270 x .250 AS REQ'D HHHH9
10 MISC SNUBBER 2 10300148-F-01 PPPP11 ROLLER TRACK CAP 1 STRAIGHT CUT N12 L - BRACKET 2 LLLL13 SILL FRAME GASKET 2 CC1415 KEEPER 1 F16 2778 KEEPER - YZD MILD STEEL17 2778 KEEPER - STAINLESS STEEL18 SCREEN KEEPER 1 MMMM19 BUMPER STOP 2 F2021 SCREWS SNUBBER 1622 L - BRACKET - HEAD & SASH 823 L - BRACKET - HEAD & SASH 424 KEEPER (INSTALLATION) 225 SILL RISER 426 FRAME ASSEMBLY 1227 SCREEN KEEPER 2282930
REV DATE DESCRIPTION BY
NAME:
CONFIDENTIAL DWN BY: JGMUNPUBLISHED WORK © 2008 CHKD BY:DECEUNINCK NORTH AMERICA DWG NO:
QUAS CANLK
DECU-2808-00
#8 x 1.25" PFH - ZINC#8A x 1" PFH - ZINC
DECU-2808-84011H0402152.525
10001105W21255MW
1030014816719-01011H027
623.000 PD - 005
623000PD-005
623.000 PD - 005 - BILL OF MATERIALS 2 LITE
100011001000110010001104
PART NO.
100011041000110110300171
#8 x 2.5" PFH - ZINC#8 x 2.5" PFH - ZINC
#8 x 1.25" PFH - ZINC
THIS DOCUMENT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION. DO NOT COPY OR DISCLOSE THIS INFORMATION WITHOUT THE EXPRESS WRITTEN CONSENT OF DECEUNINCK NORTH AMERICA. DECEUNINCK NORTH AMERICA RESERVES THE RIGHT TO CHANGE THIS DRAWING AND ANY ASSOCIATED DOCUMENTS.
#8 x 3" PPH - ZINC#6 x .375" PPH
MONROE, OH COPYRIGHT 2008
eleitnerd9297
ITEM NO. DESCRIPTION QUANTITY FAB DWG. NO SOURCE
1 FXD PNL TOP RAIL 1 10001102-F-01 A2 STILE 2 10001102-F-01 A3 BOTTOM RAIL 1 10001102-F-02 A4 INTERLOCK 1 10001117-F-04 A5 SCREW COVER 1 STRAIGHT CUT A6 GLAZING BEAD 4 10001111-F-01 A7 STILE REINFORCEMENT - JAMB 1 STRAIGHT CUT PPPP8 STILE REINFORCEMENT - INTERLOCK 1 STRAIGHT CUT PPPP9 WEATHER-STRIPPING - .270 x .250 AS REQ'D HHHH1011 OPR PNL RAIL - TOP 1 10001102-F-01 A12 STILE - INTERLOCK 1 10001102-F-03 A13 STILE - LOCK 1 10001102-F-04 A14 RAIL - BOTTOM 1 10001102-F-05 A15 INTERLOCK 1 10001117-F-02 A16 SCREW COVER 1 STRAIGHT CUT A17 GLAZING BEAD 4 10001111-F-01 A18 STILE REINFORCEMENT - INTERLOCK 1 STRAIGHT CUT PPPP19 STILE REINFORCEMENT - LOCK 1 10300150-F-01 PPPP20 RAIL REINFORCEMENT - BOTTOM 1 10300150-F-01 PPPP21 WEATHER-STRIPPING - .270 x .250 AS REQ'D HHHH2223 MISC LOCK SET ASSEMBLY - 2817 LOCK W/ TRIMPLATE 1 AMESBURY F24 HANDLE SET ASSEMBLY 1 AMESBURY F25 HANDLE SET - INTERIOR SWITCH AMESBURY26 HANDLE SET - INTERIOR SWITCH / KEY27 HANDLE SET - BLANK28 ROLLER ASSEMBLY - PRECISION 1.66" WHEEL 2 F29 DRAFT PLUG - .810 DIA. 2 HHHH30 3/8" HOLE PLUG 2 D31 IMPACT BRACKET 2 MMMM32 1" INSULATED GLASS - NOTE 233 SETTING BLOCKS (REFER TO IG SUPPLIER GUIDELINES) AS REQ'D34 GLAZING COMPOUND AS REQ'D VENTURE TAPE3536 SCREWS LOCK SET 237 ROLLER ASSEMBLY 438 FIXED PANEL TO JAMB 1039 REINFORCMENT TO PANEL AS REQ'D40 INTERLOCK AS REQ'D41 IMPACT BRACKET 642
NOTE LAMINATED GLASS UTILIZES .090" SOLUTIA PVBREV DATE DESCRIPTION BY
NAME:
CONFIDENTIAL DWN BY: JGMUNPUBLISHED WORK © 2008 CHKD BY:DECEUNINCK NORTH AMERICA DWG NO:
000.620 PD - 006
000620PD-006
10300151
#8 x 1" PFH - ZINC
9946011H055-D
REFER TO APPLICABLE TEST REPORT
#8 x 1" PPH - ZINC#8 x .75" PFH - PAINTED
1000111710001118
DECU-XXX3
W21255MW
2806/2957-01DECU-XXX1DECU-XXX2
W21255MW
10001102
1000111110300150
10001102
1939-6011-TRUTH
10001102
1000111810001111
THIS DOCUMENT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION. DO NOT COPY OR DISCLOSE THIS INFORMATION WITHOUT THE EXPRESS WRITTEN CONSENT OF DECEUNINCK NORTH AMERICA. DECEUNINCK NORTH AMERICA RESERVES THE RIGHT TO CHANGE THIS DRAWING AND ANY ASSOCIATED DOCUMENTS.
#8 x .75" PPH - ZINC
DECU-XXX4 ADH-3006
REFER TO APPLICABLE TEST REPORT
MONROE, OH COPYRIGHT 2008
REFER TO APPLICABLE TEST REPORT
#8 x 3" PFH - PAINTED
#8 x 1.5" PFH - ZINC
000.620 PD - 006 - BILL OF MATERIALS 2 LITE
103001501030015010300150
1000110210001117
PART NO.
100011021000110210001102
eleitnerd9297
$P
LO
TD
AT
E$
$U
SE
R$
$F
ILE
L$
DRAWN BY:DATE:DATE:AUTH:AUTH:AUTH: DATE:DATE:DATE: NAME:DWG. NO:SCALE: (LBS/FT.) SHEET: REV.SIZE NORTH AMERICATHIRD ANGLE PROJECTION FILENAME:
DESIGN BY: 351 NORTH GARVER ROADMONROE, OHIO 45050UNLESS OTHERWISE SPECIFIEDDIM ARE IN INCHESTOL ON ANGLES – 12 PL: – 0.010" 3 PL: – 0.005"INTERPRET DIM AND TOL PER ASME Y14.5M - 1994CONFIDENTIALUNPUBLISHED WORK 'DECEUNINCK NORTH AMERICATHIS DOCUMENT CONTAINS PROPRIETARY ANDCONFIDENTIAL INFORMATION. DO NOT COPY OR DISCLOSE THIS INFORMATION WITHOUT THEEXPRESS WRITTEN CONSENT OF DECEUNINCKNORTH AMERICA. DECEUNINCK NORTH AMERICARESERVES THE RIGHT TO CHANGE THISDRAWING AND ANY ASSOCIATED DOCUMENTS.
CAD MAINTAINED. CHANGES SHALL BE
INCORPORATED BY THE DESIGN ACTIVITY.
B
2010
$FILE NAME$
REV DESCRIPTION DATE APPROVED
REVISION HISTORY
L
NOTES:
1. ’STD00013’ STRAIGHTNESS CLASS A AND LENGTH TOLERANCES APPLY
2. INTERPRET ALL TOLERANCE APPLICATIONS PER STD0013
3. UNSPECIFIED EXTERNAL RADII = .XXX +.010 / -.005
4. UNSPECIFIED INTERNAL RADII = .XXX +.020 / -.005
5. UNSPECIFIED EXTERNAL WALL THICKNESS = .XXX +/- 10%
6. UNSPECIFIED INTERNAL WALL THICKNESS = .XXX +/- 20%
CTC
05/03/30
CTC
05/03/30
MAIN FRAME - PD
10001100_SH
1 : 1 1.161
L
1 OF 1
10/05/26 BWB
.060 -
.050 -
WALL THICKNESS
.090 -
.040 -
–.010.125
–.010.175 –.010.175
–.010.175
A
A
B
C
D
E
F
G
J
K
GAUGE 10001100 01
M P
Q
S
R
U
V
X
Z
AB
AD
AE
AF
AG
AH
AI
AJ
AK
AL
AM
ANG
Q
J
KEY PRODUCT CHARACTERISTICS
V
AH
AN
–.0205.088
–.0204.375
–.0201.302
–.0204.563
–.0202.007
–.0202.365
–.0101.820 –.0101.895
–.010.115–.010.115
–.015.623
–.0501.250
–.0501.340
–.013.677
.020
.020 A
.020 A
DIMENSION 1.282 - 1.322
DIMENSION .608 - .638
DIMENSION 1.810 - 1.830
DIMENSION 1.885 - 1.905
DIMENSION .105 - .125
DIMENSION .105 - .125
.050 A
Z GAUGE 10001100_01
.020 A
REMOVED INTERIOR WSS DIMENSIONS
myingstText BoxMATERIAL: RIGID PVC
eleitnerd9297
$P
LO
TD
AT
E$
$U
SE
R$
$F
ILE
L$
DRAWN BY:DATE:DATE:AUTH:AUTH:AUTH: DATE:DATE:DATE: NAME:DWG. NO:SCALE: (LBS/FT.) SHEET: REV.SIZE NORTH AMERICATHIRD ANGLE PROJECTION FILENAME:
DESIGN BY: 351 NORTH GARVER ROADMONROE, OHIO 45050UNLESS OTHERWISE SPECIFIEDDIM ARE IN INCHESTOL ON ANGLES – 12 PL: – 0.010" 3 PL: – 0.005"INTERPRET DIM AND TOL PER ASME Y14.5M - 1994CONFIDENTIALUNPUBLISHED WORK 'DECEUNINCK NORTH AMERICATHIS DOCUMENT CONTAINS PROPRIETARY ANDCONFIDENTIAL INFORMATION. DO NOT COPY OR DISCLOSE THIS INFORMATION WITHOUT THEEXPRESS WRITTEN CONSENT OF DECEUNINCKNORTH AMERICA. DECEUNINCK NORTH AMERICARESERVES THE RIGHT TO CHANGE THISDRAWING AND ANY ASSOCIATED DOCUMENTS.
CAD MAINTAINED. CHANGES SHALL BE
INCORPORATED BY THE DESIGN ACTIVITY.
B
2009
$FILE NAME$
REV DESCRIPTION DATE APPROVED
REVISION HISTORY
F
NOTES:
1. ’STD00013’ STRAIGHTNESS CLASS A AND LENGTH TOLERANCES APPLY
2. INTERPRET ALL TOLERANCE APPLICATIONS PER STD0013
3. UNSPECIFIED EXTERNAL RADII = .XXX +.010 / -.005
4. UNSPECIFIED INTERNAL RADII = .XXX +.020 / -.005
5. UNSPECIFIED EXTERNAL WALL THICKNESS = .XXX +/- 10%
6. UNSPECIFIED INTERNAL WALL THICKNESS = .XXX +/- 20%
WALL THICKNESS
.070 -
.090 -
.060 -
.050 -
.040 - RJC
00/10/20
RJC
00/10/20
SILL FRAME - PD
10001101_SH
1 : 1 1.106
F
1 OF 1
KPC 09/11/04 BWB
A
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P Q
R
S
T
V
W
X
H
N
T
M
KEY PRODUCT CHARACTERISTICS
DIMENSION .782 - .822
DIMENSION 1.987 - 2.207
DIMENSION 5.068 - 5.108
DIMENSION 1.875 - 1.915
–.010.175
–.0202.007
–.0205.088
–.0201.895
–.020.079 –.020.131
–.020.802
–.0201.865
–.0201.250
–.020.948
.020 A
.050 A
.020
USE GAUGESI-1I-2B
USE GAUGESI-1I-2B
USE GAUGEI-1
Y
myingstText BoxMATERIAL: RIGID PVC
eleitnerd9297
$P
LO
TD
AT
E$
$U
SE
R$
$F
ILE
L$
DRAWN BY:DATE:DATE:AUTH:AUTH:AUTH: DATE:DATE:DATE: NAME:DWG. NO:SCALE: (LBS/FT.) SHEET: REV.SIZE NORTH AMERICATHIRD ANGLE PROJECTION FILENAME:
DESIGN BY: 351 NORTH GARVER ROADMONROE, OHIO 45050UNLESS OTHERWISE SPECIFIEDDIM ARE IN INCHESTOL ON ANGLES – 12 PL: – 0.010" 3 PL: – 0.005"INTERPRET DIM AND TOL PER ASME Y14.5M - 1994CONFIDENTIALUNPUBLISHED WORK 'DECEUNINCK NORTH AMERICATHIS DOCUMENT CONTAINS PROPRIETARY ANDCONFIDENTIAL INFORMATION. DO NOT COPY OR DISCLOSE THIS INFORMATION WITHOUT THEEXPRESS WRITTEN CONSENT OF DECEUNINCKNORTH AMERICA. DECEUNINCK NORTH AMERICARESERVES THE RIGHT TO CHANGE THISDRAWING AND ANY ASSOCIATED DOCUMENTS.
CAD MAINTAINED. CHANGES SHALL BE
INCORPORATED BY THE DESIGN ACTIVITY.
B
2008
$FILE NAME$
REV DESCRIPTION DATE APPROVED
REVISION HISTORY
H
NOTES:
1. ’STD00013’ STRAIGHTNESS CLASS B AND LENGTH TOLERANCES APPLY
2. INTERPRET ALL TOLERANCE APPLICATIONS PER STD0013
3. UNSPECIFIED EXTERNAL RADII = .XXX +.010 / -.005
4. UNSPECIFIED INTERNAL RADII = .XXX +.020 / -.005
5. UNSPECIFIED EXTERNAL WALL THICKNESS = .XXX +/- 10%
6. UNSPECIFIED INTERNAL WALL THICKNESS = .XXX +/- 20%
09/05/26 BWB
SJD
01/06/21
SJD
01/06/21
MAIN SASH - PD
10001102_SH
2 : 1 .900
G
1 OF 1
SCALE 1: 1
WALL THICKNESS
.085 -
.063 -
A
A
B
E
F
G
H
I
J
K
L
M
NO
Q
R
ST
C
D
G
J
I
KEY PRODUCT CHARACTERISTICS
FRAME DIMENSION .130 - .150
FRAME DIMENSION 3.292 - 3.332
FRAME DIMENSION .790 - .810
FRAME DIMENSION .790 - .810L
H FRAME DIMENSION 1.745 - 1.775
DN
A-1
06
U
ADDED GAUGE
–.0203.312
–.0201.331
–.0204.000
–.010.800 –.010.800
–.010.085
–.010.140
.010
+.020
-.0101.755
.020 A
.010 A
.020 A
–.020.310
myingstText BoxMATERIAL: RIGID PVC
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8/8
/2008
usj
gm
\\m
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01\d
ecte
ch$\d
ata
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3961.D
GN
DRAWN BY:DATE:DATE:AUTH:AUTH:AUTH: DATE:DATE:DATE: NAME:DWG. NO:SCALE: (LBS/FT.) SHEET: REV.SIZE NORTH AMERICATHIRD ANGLE PROJECTION FILENAME:
DESIGN BY: 351 NORTH GARVER ROADMONROE, OHIO 45050UNLESS OTHERWISE SPECIFIEDDIM ARE IN INCHESTOL ON ANGLES – 12 PL: – 0.010" 3 PL: – 0.005"INTERPRET DIM AND TOL PER ASME Y14.5M - 1994CONFIDENTIALUNPUBLISHED WORK 'DECEUNINCK NORTH AMERICATHIS DOCUMENT CONTAINS PROPRIETARY ANDCONFIDENTIAL INFORMATION. DO NOT COPY OR DISCLOSE THIS INFORMATION WITHOUT THEEXPRESS WRITTEN CONSENT OF DECEUNINCKNORTH AMERICA. DECEUNINCK NORTH AMERICARESERVES THE RIGHT TO CHANGE THISDRAWING AND ANY ASSOCIATED DOCUMENTS.
CAD MAINTAINED. CHANGES SHALL BE
INCORPORATED BY THE DESIGN ACTIVITY.
B
2008
REV DESCRIPTION DATE APPROVED
REVISION HISTORY
B
NOTES:
1. ’STD00013’ STRAIGHTNESS CLASS E AND LENGTH TOLERANCES APPLY
2. INTERPRET ALL TOLERANCE APPLICATIONS PER STD0013
3. UNSPECIFIED EXTERNAL RADII = .XXX +.010 / -.005
4. UNSPECIFIED INTERNAL RADII = .XXX +.020 / -.005
5. UNSPECIFIED EXTERNAL WALL THICKNESS = .XXX +/- 10%
6. UNSPECIFIED INTERNAL WALL THICKNESS = .XXX +/- 20%
GDT-3 07/12/04 DBF
CTC
05/11/14
CTC
05/11/14
FRAME ADAPTOR
10001104_SH
2 : 1
C
A
B
C
D
E
F.187
SCALE 1 : 1
WALL THICKNESS
+.010
-.0252.106
+.040
-.0102.041
)(2.128
–.010.133
)(1.051
)(.298
G
H
= 0.080 = 0.060
I
J
73961.DGN
C TOLERANCE CHANGE, WAS +/- .010 08/08/06 JGM
C
C
C–.015.151
+.010
-.0252.106
+.010
-.0252.106
+.010
-.0252.106
+.010
-.0252.106
+.010
-.0252.106
+.010
-.0252.106
+.040
-.0102.041
+.040
-.0102.041
+.040
-.0102.041
+.040
-.0102.041
+.040
-.0102.041
+.040
-.0102.041
)(2.128 )(2.128 )(2.128 )(2.128 )(2.128 )(2.128
–.010.133 –.010.133 –.010.133 –.010.133 –.010.133 –.010.133
)(1.051 )(1.051 )(1.051 )(1.051 )(1.051 )(1.051
)(.298 )(.298 )(.298 )(.298 )(.298 )(.298–.015.151 –.015.151 –.015.151 –.015.151 –.015.151 –.015.151
myingstText BoxMATERIAL: RIGID PVC
eleitnerd9297
WALL THICKNESS
1.8001.780
1.7791.759
0.6560.636
10.100
0.080
2
3
4
5
CHECK SNAP IN PART 11016
0.5000.480
NORTH AMERICA/Oakland NJ.DeceuninckR
REV APPV’DBY DATE CHANGE
ATHIS MATERIAL IS PROPRIETARY & CONFIDENTIAL TO DECEUNINCK NORTH AMERICA AND SHALL NOT BE REPRODUCED, COPIED OR DISSEMINATED
WITHOUT THE EXPRESSED WRITTEN PERMISSION OF DECEUNINCK NORTH AMERICA.
AREA=
TOTAL WEIGHT=
FILENAME:
BY DATE MAT’L SCALE
TOL:
path
– 0.010
CTC 11/14/05 PVC 2:1
SILL INSERT10001105_SH
10001105 CD
myingstText BoxMATERIAL: RIGID PVC
eleitnerd9297
REV DESCRIPTION DATE APPROVED
REVISION HISTORY
BWB09/10/15D
NOTES:
1. ’STD00013’ STRAIGHTNESS CLASS A AND LENGTH TOLERANCES APPLY
2. INTERPRET ALL TOLERANCE APPLICATIONS PER STD0013
3. UNSPECIFIED EXTERNAL RADII = .XXX +.010 / -.005
4. UNSPECIFIED INTERNAL RADII = .XXX +.020 / -.005
5. UNSPECIFIED EXTERNAL WALL THICKNESS = .XXX +/- 10%
6. UNSPECIFIED INTERNAL WALL THICKNESS = .XXX +/- 20%
A
B
C
D
E
F
SCALE 1 : 1
–.010.360
DRAWN BY:DATE:DATE:AUTH:AUTH:AUTH: DATE:DATE:DATE: NAME:DWG. NO:SCALE: (LBS/FT.) SHEET: REV.SIZE NORTH AMERICATHIRD ANGLE PROJECTION FILENAME:
DESIGN BY: 351 NORTH GARVER ROADMONROE, OHIO 45050UNLESS OTHERWISE SPECIFIEDDIM ARE IN INCHESTOL ON ANGLES – 12 PL: – 0.010" 3 PL: – 0.005"INTERPRET DIM AND TOL PER ASME Y14.5M - 1994CONFIDENTIALUNPUBLISHED WORK 'DECEUNINCK NORTH AMERICATHIS DOCUMENT CONTAINS PROPRIETARY ANDCONFIDENTIAL INFORMATION. DO NOT COPY OR DISCLOSE THIS INFORMATION WITHOUT THEEXPRESS WRITTEN CONSENT OF DECEUNINCKNORTH AMERICA. DECEUNINCK NORTH AMERICARESERVES THE RIGHT TO CHANGE THISDRAWING AND ANY ASSOCIATED DOCUMENTS.
CAD MAINTAINED. CHANGES SHALL BE
INCORPORATED BY THE DESIGN ACTIVITY.
B
2007
MG
00/12/01
MG
00/12/01
GLAZING BEAD
10001111_SH
4 : 1 .049
C
10001111_SH.dgn
G
H
I
–.010.977
–.010.283
–.010.280
ADDED GAUGE
PART MUST TOUCH
WALL THICKNESS
.060 -
G
KEY PRODUCT CHARACTERISTICS
J
GAUGE DNA-209
H GAUGE DNA-209
I GAUGE DNA-209
J GAUGE DNA-209
SLIDE PART INTO GAUGE
FROM THE END. PART WILL NOT
SNAP INTO GAUGE
PART MUST HOOK
UNDER NUB
USE MYLAR 10001111 OP REV C
DNA-209
myingstText BoxMATERIAL: RIGID PVC
eleitnerd9297
$P
LO
TD
AT
E$
$U
SE
R$
$F
ILE
L$
DRAWN BY:DATE:DATE:AUTH:AUTH:AUTH: DATE:DATE:DATE: NAME:DWG. NO:SCALE: (LBS/FT.) SHEET: REV.SIZE NORTH AMERICATHIRD ANGLE PROJECTION FILENAME: DESIGN BY: 351 NORTH GARVER ROADMONROE, OHIO 45050UNLESS OTHERWISE SPECIFIEDDIM ARE IN INCHESTOL ON ANGLES – 12 PL: – 0.010" 3 PL: – 0.005"INTERPRET DIM AND TOL PER ASME Y14.5M - 1994CONFIDENTIALUNPUBLISHED WORK 'DECEUNINCK NORTH AMERICATHIS DOCUMENT CONTAINS PROPRIETARY ANDCONFIDENTIAL INFORMATION. DO NOT COPY OR DISCLOSE THIS INFORMATION WITHOUT THEEXPRESS WRITTEN CONSENT OF DECEUNINCKNORTH AMERICA. DECEUNINCK NORTH AMERICARESERVES THE RIGHT TO CHANGE THISDRAWING AND ANY ASSOCIATED DOCUMENTS.
CAD MAINTAINED. CHANGES SHALL BE
INCORPORATED BY THE DESIGN ACTIVITY.
B
2008
$FILE NAME$
REV DESCRIPTION DATE APPROVED
REVISION HISTORY
D
NOTES:
1. ’STD00013’ STRAIGHTNESS CLASS A AND LENGTH TOLERANCES APPLY
2. INTERPRET ALL TOLERANCE APPLICATIONS PER STD0013
3. UNSPECIFIED EXTERNAL RADII = .XXX +.010 / -.005
4. UNSPECIFIED INTERNAL RADII = .XXX +.020 / -.005
5. UNSPECIFIED EXTERNAL WALL THICKNESS = .XXX +/- 10%
6. UNSPECIFIED INTERNAL WALL THICKNESS = .XXX +/- 20%
UPDATE TO CURRENT STNDS 08/06/24 BWB
PGM
06/12/22
JGM
07/01/02
SASH ADAPTER
10001117_SH
2 : 1 .290
D
1 OF 1
SCALE 1 : 1
89%%d
–.015.165 –.015.300
–.010.481
–.015.355
–.0252.279
–.0252.002
–.010.245
–.025.779
)(.055
.050 -
WALL THICKNESS
.080 -
CHECK SNAP CONDITION
WITH PART 10001102
A
B
C
D
E
F
G
H
I
J
K
L
N
O
P
myingstText BoxMATERIAL: RIGID PVC
eleitnerd9297
CAD MAINTAINED. CHANGES SHALL BE
INCORPORATED BY THE DESIGN ACTIVITY.
DESIGN BY:
DOOR ACCESSORY - SCREW COVER
.023
10001118_SH
JGM
06/12/22
PGM
07/01/02
2007
B10001118_SH.dgn
1 OF 18 : 1
usj
gm
1/4
/20
07
H:\
pd\m
sv8\I
TE
M D
ET
AIL
PR
INT
S\1
118\1
0001118_S
H.d
gn
REV DESCRIPTION DATE APPROVED
REVISION HISTORY
A
SCALE 1 : 1
NOTES:
1. ’STD00013’ STRAIGHTNESS CLASS A AND LENGTH TOLERANCES APPLY
2. INTERPRET ALL TOLERANCE APPLICATIONS PER STD0013
3. UNSPECIFIED EXTERNAL RADII = .XXX +.010 / -.005
4. UNSPECIFIED INTERNAL RADII = .XXX +.020 / -.005
5. UNSPECIFIED EXTERNAL WALL THICKNESS = .XXX +/- 10%
6. UNSPECIFIED INTERNAL WALL THICKNESS = .XXX +/- 20%
–.010.224
–.010.529
)(.040
)(.035
CHANGED TOLERANCE 07/01/04 JGM
A
A
+.020
-.010.605
DRAWN BY:
DATE:
DATE:
AUTH:
AUTH:
AUTH:
DATE:
DATE:
DATE:
NAME:
DWG. NO:
SCALE: (LBS/FT.) SHEET:
REV.SIZE
NORTH AMERICA
THIRD ANGLE PROJECTION
FILENAME:
THIS DOCUMENT CONTAINS PROPRIETARY AND
CONFIDENTIAL INFORMATION. DO NOT COPY
OR DISCLOSE THIS INFORMATION WITHOUT THE
EXPRESS WRITTEN CONSENT OF DECEUNINCK
NORTH AMERICA. DECEUNINCK NORTH AMERICA
RESERVES THE RIGHT TO CHANGE THIS
DRAWING AND ANY ASSOCIATED DOCUMENTS.
CONFIDENTIAL351 NORTH GARVER ROAD
MONROE, OHIO 45050
UNPUBLISHED WORK '
DECEUNINCK NORTH AMERICA
UNLESS OTHERWISE SPECIFIED
DIM ARE IN INCHES
TOL ON ANGLES – 1
2 PL: – 0.010" 3 PL: – 0.005"
INTERPRET DIM AND TOL PER
ASME Y14.5M - 1994
myingstText BoxMATERIAL: RIGID PVC
eleitnerd9297
DATE
THIS MATERIAL IS PROPRIETARY & CONFIDENTIAL TO VINYL BUILDING PRODUCTS INC. & SHALL NOT BE
REPRODUCED, COPIED OR DISSEMINATED WITHOUT THE EXPRESSED WRITTEN PERMISSION OF VINYL BUILDING
PRODUCTS INCORPORATED.
REV APPV’DBY DATE CHANGE
DRAWN
TOLERANCES (EXCEPT AS NOTED)
WEIGHT=
AREA=
c
R
APPV’D MAT’L SCALE
A
MG2/1
SNUBBER
10/28/3
0.316 lb/ft
0.269 sq in
6061-T6,6105-T5
%%p0.010
011H063
1.780
1.242
0.746
0.575
R0.105
(6x)
R0.030
(2x)
0.023 (2X)
0.101 (2X)
0.332 POI
(2X)
0.104 POI
(2X)
45*
(4X)
0.384 (2X)
V-GROOVE 0.010
(2X)
ACTUAL SIZE
NO EXPOSED SURFACES
NOTES:
1. ALL UNSPECIFIED RADII 0.015.
0.262 (2x)
0.057 (2x)
SHARP CORNER
CL
2. ALCOA P/N 23111 (WHITE P-001, DESERT SAND P-029).
10300148
myingstRectangle
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1. ALL UNSPECIFIED RADII ARE 0.015.
NOTES:
CL 1.5551.016
0.160
81*
81*
0.065
1.965
0.734
0.560
0.144
0.080
0.165
0.130
NO EXPOSED SURFACES
0.635
2. MAKE FROM EITHER 6061-T6 or 6105-T6 ALUMINUM.A
A AL 6/4/04CHANGED MATERIAL SPECS TO MAKE FROM
EITHER 6061-T6 or 6105-T6 ALUMINUM
0.100
THIS MATERIAL IS PROPRIETARY & CONFIDENTIAL TO VINYL BUILDING PRODUCTS INC. & SHALL NOT BE
REPRODUCED, COPIED OR DISSEMINATED WITHOUT THE EXPRESSED WRITTEN PERMISSION OF VINYL BUILDING
PRODUCTS INCORPORATED.
REV APPV’DBY DATE CHANGE
DRAWN DATE
AREA=
TOTAL WEIGHT=
R
APPV’D MAT’L
c
SCALE
A
TOLERANCE
Al 6105 T-610/28/04
.612 sq in.
.7175 lb/ft.
2:1
10300150
011H035B
Sash Reinforcement
%%p0.010
B CC 10/28/04Renamed drawing 011H035B
Dimension change
B
B
B
3. ALCOA PART NUMBER 23441.
DNA# 10300150
myingstRectangle
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%%420.010 [0.25]
AREA = 0.195
12/26/00 2/1
10300171SILL COVER. SLIDER
011H006
WEIGHT = 0.229 lb/ft
TOLERANCES (EXCEPT AS NOTED)
DRAWN DATE APPV’D MAT’L SCALE
REV BY APPV’D DATE CHANGE
THIS MATERIAL IS PROPRIETARY & CONFIDENTIAL TO VINYL BUILDING PRODUCTS INC. AND SHALL NOT BE REPRODUCED, COPIED OR DISSEMINATED
WITHOUT THE EXPRESSED WRITTEN PERMISSION OF VINYL BUILDING PRODUCTS INCORPORATED.
c
R
A
A
1. ALL UNSPECIFIED RADII ARE 0.010.
NOTES:
2. WALL THICKNESS.
1.889
0.596 POI
0.059*0.005
0.047*0.005
R0.072
R0.072
1.896 POI 0.190 POI
0.143
24*
NUB R0.020
THRU 0.175
0.011*0.005
0.112
11*
29*
3*
SCALE 4:1
0.062 0.040
ACTUAL SIZE
EXPOSED SURFACE
3. PAINT WITH ALCOA,
PPG COLOR UC73603, POLYCRON WHITE.
A MB 2/13/03 ADDED NOTE 3.
A
6061-T6
6105-T5
2.145
1.216
1.447
myingstRectangle
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%%420.010 [0.25]
AREA = 1.121
02/05/03 2/1
10300151SASH REINFORCEMENT XHD
011H049
WEIGHT = 1.316 lb/ft
TOLERANCES (EXCEPT AS NOTED)
DRAWN DATE APPV’D MAT’L SCALE
REV BY APPV’D DATE CHANGE
THIS MATERIAL IS PROPRIETARY & CONFIDENTIAL TO VINYL BUILDING PRODUCTS INC. AND SHALL NOT BE REPRODUCED, COPIED OR DISSEMINATED
WITHOUT THE EXPRESSED WRITTEN PERMISSION OF VINYL BUILDING PRODUCTS INCORPORATED.
c
R
A
A
1. ALL UNSPECIFIED RADII ARE 0.015.
NOTES:
CL 1.5551.001
1.971
0.740
0.620R0.090
0.180
0.080
0.160
NO EXPOSED SURFACES
6105-T5
6061-T6
eleitnerd7297
1.555
0.081
29*
R0.015
1.347
0.056
1. MATERIAL: ALUM. 6005-T5, 6061-T6 or 6105-T5.
NOTES:
3. BREAK ALL CORNERS R0.015.
2. UNSPECIFIED WALL THICKNESS = .065".
REV BY
- -
DATE DESCRIPTION
- -
SCALE
10300152
AA STANDARDS
TOLERANCES (EXCEPT AS NOTED)
VINYL BUILDING PRODUCTS
RAIL INSERT-SIDE ADJUST ROLLER
PERIM. = 11.200 in.
FACTOR = 26
WT/FT = .431 lb.
AREA = .359 sq. in.
deceuninck
DATEDRAWN11-30-05
MAT’LAPPV’DNOTE 1 FULL
LLC
THIS MATERIAL IS PROPRIETARY & CONFIDENTIAL TO VINYL BUILDING PRODUCTS INC. AND SHALL NOT BE REPRODUCED, COPIED,
OR DISSEMINATED WITHOUT THE EXPRESSED WRITTEN PERMISSION OF VINYL BUILDING PRODUCTS INCORPORATED.
011H074
0.625
0.970
0.122
1.971
90*
0.020
R0.075 (4)
R0.090
0.673
SYM.
CL
0.192
0.050
0.615
4. NO EXPOSED SURFACES.
5. MOMENTS OF INERTIA: Ixx=.147; Iyy=.118.
PARTS ASSEMBLY
SCALE: 1/2
0.944
0.390
0.390
2-%%4290.375 FOR
HOLE PLUG
WHEEL
ADJUST.
2-#8 X 3/4
TEK SCREWS
DEPLIS# 10300152
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D–2
Muntin BarAluminum: Painted, Mill Finish, Clear & Color-InTM Anodized
Note: Available in pre-cut lengths and pre-notched; tutone and post-painted. Custom colors also available.
Please see terms & conditions of sale.Copyright © 2008 Allmetal, Inc.
Part numbers shown are standard white color.† Available in tutone. Please see Color Selection Chart located in front of catalog.∆ Part number shown is Dark Bronze Anodized Color.* Part number shown is Clear Anodized. **Part number shown is white welded.
A
B
TOLERANCEA, ± .005 (.127mm)B, ± .005 (.127mm)
SPECIAL NOTICECleaning and Handling of Muntin Bar
We recommend muntin bar to be wiped clean before installation into an insulating glass unit. A household grade liquid cleaner may be used for this purpose.To avoid breakdown of painted surfaces, do not use M.E.K., Triethane, Alcohol or like substances for the cleaning of painted muntin bar.When machining and processing muntin bar in yourplant, keep saw tables and work areas free of saw cutfilings to avoid scratching the painted surfaces.
1/8 x .610 219697 200 25333/16 x 9/16† 119320 150 19003/16 x .610† 119705 125 15833/16 x 5/8† 120874 125 15833/16 x 3/4 122909 110 1393
3/16 x 13/16 123618 110 13933/16 x 1 123823 85 1076
1/4 x 9/16 119427 135 17101/4 x 5/8† 121410 120 15201/4 x 3/4 123063 95 1203
1/4 x 13/16 215017 95 12031/4 x 1 123836 70 887
1/4 x 1 1/4 123856 51 6465/16 x 1 210318 60 684
3/8 x 5/8 121468 90 11403/8 x 3/4 123088 75 950
3/8 x 13/16 215016 70 8873/8 x 7/8 123797 55 697
3/8 x 1 201968 55 6963/8(.375) x 3/8 205591 140 1773
7/16 x 3/8 119016 115 14577/16 x 3/8 216500** 115 14577/16 x 1/2 213045 88 11157/16 x 5/8 ∆ 214621 65 8231/2 x 3/4* 201043 50 633
1/2 x 1 203710 40 506
Packaging Information
Muntin Bar Size Part #Pieces Per
Shipping Carton12' 8" Lengths
Lineal Feet PerShipping Carton
12' 8" Lengths
Specification In Inches
Muntin Bar Size A B
1/8 x .610 .125 .6103/16 x 9/16† .187 .5513/16 x .610† .187 .6103/16 x 5/8† .187 .6303/16 x 3/4† .187 .775
3/16 x 13/16† .187 .8013/16 x 1 .187 1.000
1/4 x 9/16 .235 .5621/4 x 5/8 † .235 .6251/4 x 3/4 .235 .765
1/4 x 13/16 .235 .8011/4 x 1 .235 1.000
1/4 x 1 1/4 .235 1.2505/16 x 1 .312 1.000
3/8 x 5/8 † .325 .6253/8 x 3/4 .325 .750
3/8 x 13/16 .325 .8013/8 x 7/8 .325 .875
3/8 x 1 .325 1.0003/8(.375) x 3/8 .375 .375
7/16 x 3/8 .438 .3757/16 x 3/8 .438 .3757/16 x 1/2 .438 .5007/16 x 5/8 ∆ .438 .6251/2 x 3/4* .500 .750
1/2 x 1 .500 1.000Material thickness: .0185
D 1-22 Muntin Bar_pg order.qxp 11/18/08 11:03 AM Page D–2
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ReportD7297 DWGS.pdfD7297 DWGS623.620 PD Dwgs623620PD-003623000PD-00310001105_SH10300151_SHA0809 DWGSA0809 DWGS.pdfTruseal Duralite Spacer (P1-S)Allmetal Contour Muntin BarsAllmetal Rectangular Muntin Bars
Allmetal Rectangular MuntinsCardinal XL Edge Spacer (SS-D)Truseal Duraseal Spacer (A8-S)
D7297 DWGSD7297.01 Assembly Drawings623620PD-008 Model (1)623620PD-008_EPS-Foam-Locations623000PD-005000620PD-006
D7297.01 Part Drawings10001100_SH10001101_SH10001102_SH10001104_SH10001105_SH10001111_SH10001117_SH10001118_SH10300148_SH10300150_SH10300171_SH
Pages from E0120 DWGS
A0809 DWGS623620PD-003623000PD-00310001105_SH10300151_SHA0809 DWGSA0809 DWGS.pdfTruseal Duralite Spacer (P1-S)Allmetal Contour Muntin BarsAllmetal Rectangular Muntin Bars
Allmetal Rectangular MuntinsCardinal XL Edge Spacer (SS-D)Truseal Duraseal Spacer (A8-S)
2015-04-14T16:02:25-0400Leitner, Eric
2015-04-14T17:14:43-0400Louder, Kristen
2015-04-14T10:51:38-0400Kaysie Briner