NFRC U-FACTOR, SHGC, VT, & CONDENSATION RESISTANCE COMPUTER SIMULATION REPORT · 2017. 2. 22. · 623.620 Patio Door; Report Number: Original Report Date: Revised Report Date: D7297.03-116-45

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


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


CR 55U-Factor 0.34 SHGC (N /

D7297.03-116-45Page 5 of 22


U-Factor 0.31 SHGC (N /

D7297.03-116-45Page 6 of 22



D7297.03-116-45Page 7 of 22



D7297.03-116-45Page 8 of 22



D7297.03-116-45Page 9 of 22



D7297.03-116-45Page 10 of 22



D7297.03-116-45Page 11 of 22



D7297.03-116-45Page 12 of 22



D7297.03-116-45Page 13 of 22


U-Factor 0.33 SHGC (

D7297.03-116-45Page 14 of 22



D7297.03-116-45Page 15 of 22



D7297.03-116-45Page 16 of 22



D7297.03-116-45Page 17 of 22



D7297.03-116-45Page 18 of 22



D7297.03-116-45Page 19 of 22



D7297.03-116-45Page 20 of 22


CR 51U-Factor 0.34 SHGC (

D7297.03-116-45Page 21 of 22


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


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


MONROE, OH COPYRIGHT 2008


#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.



B

2010

$FILE NAME$


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



.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$





B

2009

$FILE NAME$


REVISION HISTORY

F

NOTES:







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



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


eleitnerd9297

$P

LO

TD

AT

E$

$U

SE

R$

$F

ILE

L$





B

2008

$FILE NAME$


REVISION HISTORY

H

NOTES:

1. ’STD00013’ STRAIGHTNESS CLASS B AND LENGTH TOLERANCES APPLY






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


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


eleitnerd9297

8/8

/2008

usj

gm

\\m

onsrv

01\d

ecte

ch$\d

ata

\dgn\7

3961.D

GN





B

2008


REVISION HISTORY

B

NOTES:

1. ’STD00013’ STRAIGHTNESS CLASS E AND LENGTH TOLERANCES APPLY






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


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


eleitnerd9297


REVISION HISTORY

BWB09/10/15D

NOTES:







A

B

C

D

E

F

SCALE 1 : 1

–.010.360





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


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


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.



B

2008

$FILE NAME$


REVISION HISTORY

D

NOTES:







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


eleitnerd9297



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


REVISION HISTORY

A

SCALE 1 : 1

NOTES:







–.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


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.


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

eleitnerd9297

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.


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

eleitnerd9297

%%420.010 [0.25]

AREA = 0.195

12/26/00 2/1

10300171SILL COVER. SLIDER

011H006

WEIGHT = 0.229 lb/ft


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


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

eleitnerd9297

%%420.010 [0.25]

AREA = 1.121

02/05/03 2/1

10300151SASH REINFORCEMENT XHD

011H049

WEIGHT = 1.316 lb/ft


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


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


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

eleitnerd7297

eleitnerd9297

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

eleitnerLine

eleitnerRectangle

eleitnerd9297

myingstText BoxNo Aluminum Reinforcement in this Sash

myingstLine

myingstRejected

myingstRejected

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstRectangle

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstLine

myingstText BoxEPS Foam Locations

myingstLine

rmoserLine

rmoserLine

rmoserLine

rmoserLine

rmoserLine

rmoserLine

rmoserLine

rmoserLine

rmoserLine

rmoserLine

rmoserLine

rmoserLine

rmoserLine

rmoserLine

rmoserLine

rmoserLine

rmoserLine

rmoserLine

rmoserLine

rmoserLine

rmoserRejected

rmoserRejected

rmoserRejected

rmoserRejected

rmoserRejected

myingstText BoxTEST OPTION ONLY

myingstRejected

myingstRejected

eleitnerd8477

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

NFRC U-FACTOR, SHGC, VT, & CONDENSATION RESISTANCE COMPUTER SIMULATION REPORT · 2017. 2. 22. · 623.620 Patio Door; Report Number: Original Report Date: Revised Report Date: D7297.03-116-45

Documents