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ASTM F1642 / GSA TS01

TEST REPORT

Report No.: D0074.01-119-12

Rendered to:

KINGSPAN LIGHT AND AIR LLC

Santa Ana, CA

PRODUCT TYPE:

Polycarbonate Aluminum Curb Mounted Skylight

SERIES: Tufflite

MODEL: HWHS

SPECIFICATIONS: ASTM F1642-04, Standard Test Method for Glazing and

Glazing Systems Subject to Airblast Loading

and

GSA-TS01-2003, US General Services Administration Standard Test Method for

Glazing and Window Systems Subject to Dynamic Overpressure Loadings

This report contains in its entirety:

Cover Page: 1 page

Report Body: 9 pages

Test Facility: 1 page

Pressure-Time Plots: 8 pages

Photographs: 7 pages

Drawings: 3 pages

Test Dates: 09/11/13

Through: 10/24/13

Report Date: 11/26/13

Test Record Retention Date: 11/26/17

Revision 2: 11/22/16

130 Derry CourtYork, PA 17406

p. 717.764.7700f. 717.764.4129

www.archtest.com www.intertek.com/building

Summary of Results

Title Summary of Results

Specimen Tufflite HWHS

ASTM Hazard Rating No Break

GSA Performance Condition 1

Average Peak Reflected Pressure 6.21 psi

Average Positive Phase Impulse 34 psi-msec

Average Positive Phase Duration 9.82 msec

Reference must be made to Report No. D0074.01-119-12-R2, dated 11/22/16 for complete test

specimen description and detailed test results.

130 Derry CourtYork, PA 17406

p. 717.764.7700f. 717.764.4129

www.archtest.com www.intertek.com/building

Report No.: D0074.01-119-12




Page 1 of 9

1.0 Report Issued To: Kingspan Light and Air LLC 401 E. Goetz Avenue

Santa Ana, California 92707

2.0 Test Laboratory: Intertek-Architectural Testing, Inc. ("Intertek-ATI") 130 Derry Court

York, Pennsylvania 17406

717-764-7700

3.0 Project Summary:

3.1 Product Type: Polycarbonate Aluminum Curb Mounted Skylight

3.2 Series: Tufflite

3.3 Model: HWHS

3.4 Compliance Statement: Results obtained are tested values and were secured by using the designated test methods. This report does not constitute certification of this product

nor an opinion or endorsement by this laboratory. It is the exclusive property of the client

so named herein and relates only to the specimens tested. This report may not be

reproduced, except in full, without the written approval of Architectural Testing, Inc., an

Intertek company ("Intertek-ATI").

3.5 Test Dates: 09/11/2013 - 10/24/2013

3.6 Test Facility: Intertek-ATI's shock tube is housed in a 10,000 square foot state-of-the-art test facility located in York, Pennsylvania. Blast loadings are produced on the

specimen to simulate the effects of a high explosive charge at a specified standoff

distance. Shock waves are generated by the sudden rupturing of a thin aluminum

membrane. The shock wave expands as it travels down the tube, and impacts the target

with a specific positive pressure and impulse. A photograph of the shock tube is provided

in Figure #1 of Appendix A.

3.7 Test Sample Source: The test specimens were provided by the client. Representative samples of the test specimen will be retained by Intertek-ATI for a minimum of four years

from the test completion date.

3.8 Drawing Reference: The test specimen drawings have been reviewed by Intertek-ATI and are representative of the test specimen reported herein. Test specimen construction

was verified by Intertek-ATI per the drawings located in Appendix D. Any deviations

are documented herein or on the drawings.

Report No.: D0074.01-119-12




Page 2 of 9

3.0 Project Summary: (Continued)

3.9 Data Acquisition: In accordance with ASTM F1642-04 and GSA TS01, four reflective pressure transducers are utilized to record data at a 1MHz sample rate. Two reflective

pressure transducers are located on the specimen holder at the top and right side (when

viewed from the interior). A third pressure transducer is located on the shell to the

exterior of the specimen, and a fourth is located in the witness chamber, directly to the

interior of the specimen holder. A sketch of the specimen holder and corresponding

reflective pressure sensor locations are provided in Figure #2 of Appendix A.

3.10 List of Official Observers:

Name Company

Emily C. Riley Intertek-ATI

Joshua I. Scott Intertek-ATI

Joseph A. Reed, P.E. Intertek-ATI

Steven A. Neff Intertek-ATI

4.0 Test Specifications:

ASTM F1642-04, Standard Test Method for Glazing and Glazing Systems Subject to Airblast

Loading

ASTM F2912-11, Standard Specification for Glazing and Glazing Systems Subject to Airblast

Loading

GSA-TS01-2003, US General Services Administration Standard Test Method for Glazing and

Window Systems Subject to Dynamic Overpressure Loadings

Report No.: D0074.01-119-12




Page 3 of 9

5.0 Test Specimen Description

5.1 Product Sizes:

Measured Dimensions Width

(inches)

Height

(inches)

Overall size 65-1/2 77-1/2

Fixed Day Lite Opening 63-3/4 73-3/4

5.2 Glazing:

Glass Type Interior

Lite

Exterior

Lite

Glazing

Bite

Polycarbonate Dome 0.090" thick white

polycarbonate

0.115" thick clear

polycarbonate 1-1/2"

Spacer: No spacer system was utilized

Glazing Method: Glazing was set onto a santoprene rubber gasket and secured in place

using an extruded aluminum retainer cap. The retainer cap was set onto a bed of silicone

and secured through the glazing using #10-14 x 1" long self-tapping hex head screws

with neoprene-backed washers located 3" from corners and spaced 6"on center.

5.3 Frame Construction:

Frame Member Material Description

Curb frame Aluminum Extruded

Retainer cap Aluminum

Extruded, secured to frame members using

#10-20 x 3/8" long self-tapping hex head screws

located 6" from corners and spaced 6" on center.

Joinery Type Detail

All corners Mitered Welded

6.0 Installation: The specimen was installed into a Spruce-Pine-Fir wood buck.

Location Anchor Description Anchor Location

Aluminum

curb frame

#10 x 1-1/4" Phillips

flat head screws

Located 3" from corners and spaced 6"

on center through aluminum curb frame

into wood test buck

Report No.: D0074.01-119-12




Page 4 of 9

7.0 Test Results: The results are tabulated as follows.

Test Specimen #1:

Description Results

Ambient Temperature 90 °F

Glazing Temperature 91 °F

ASTM Hazard Rating Very Low Hazard


Peak Positive Pressure

Top Pressure 6.64 psi

Right Pressure 6.66 psi

Shell Pressure 6.58 psi

Average Pressure 6.62 psi

Witness Chamber Pressure 0.93 psi

Peak Positive Phase Duration

Top Duration 10.62 msec

Right Duration 10.64 msec

Shell Duration 9.24 msec

Average Duration 10.16 msec

Peak Positive Phase Impulse

Top Impulse 37 psi*msec

Right Impulse 36 psi*msec

Shell Impulse 36 psi*msec

Average Impulse 36 psi*msec

Glazing Response

Exterior Lite Unbroken

Interior Lite Unbroken

Glazing Pullout

Length and Location

Top: 29 in

Side: 73-3/4 in

Bottom: 40 in

Glazing Tearing None

Witness Chamber Results

There were three perforations on the witness panel located at heights of

50-1/4 in, 66 in and 67 in. The floor of the witness chamber had pieces of the

skylight glazing located at 24 in, 53 in, 69-1/4 in, 72 in, 86 in and 118 in.

Pressure-time plots are presented in Appendix B. Pre-test and post-test photographs are

provided in Appendix C.

Report No.: D0074.01-119-12




Page 5 of 9

7.0 Test Results: (Continued)

Test Specimen #2:

Description Results





















Glazing Response



Glazing Pullout

Length and Location None



No debris was observed.



Report No.: D0074.01-119-12




Page 6 of 9


Test Specimen #3:

Description Results





















Glazing Response



Glazing Pullout







Report No.: D0074.01-119-12




Page 7 of 9


Test Specimen #4:

Description Results





















Glazing Response



Glazing Pullout







Report No.: D0074.01-119-12




Page 8 of 9

Intertek-ATI will service this report for the entire test record retention period. Test records that

are retained such as detailed drawings, datasheets, representative samples of test specimens, or

other pertinent project documentation will be retained by Intertek-ATI for the entire test record

retention period.

Results obtained are tested values and were secured using the designated test methods. This report

does not constitute certification of this product nor an opinion or endorsement by this laboratory.

It is the exclusive property of the client so named herein and relates only to the specimens tested.

This report may not be reproduced, except in full, without the written approval of Intertek-ATI.

For ARCHITECTURAL TESTING, INC.:

Steven A. Neff Joseph A. Reed, P.E.

Technician Director - Engineering

SAN:cmd:jar/jas

Attachments (pages): This report is complete only when all attachments listed are included.

Appendix A: Test Facility (1)

Appendix B: Pressure-Time Plots (8)

Appendix C: Photographs (7)

Appendix D: Drawings (3)

Report No.: D0074.01-119-12




Page 9 of 9

Revision Log

Rev. # Date Page(s) Revision(s)

0 11/26/13 N/A Original report issue

1 11/10/16 Cover, 1 Changed company name per client's

request

2 11/22/16 1 Updated company address per client's

request

This report produced from controlled document template ATI 00368, issued 06/08/12.

Report No.: D0074.01-119-12




APPENDIX A

Test Facility

Report No.: D0074.01-119-12




Figure #1

Shock Tube and Test Facility

Figure #2

Pressure Sensor Locations

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APPENDIX B

Pressure-Time Plots

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Specimen #1

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Specimen #1: (Continued)

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Specimen #2

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Specimen #3

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Specimen #4

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APPENDIX C

Photographs

Report No.: D0074.01-119-12




Photo No. 1

Pre-Test Specimen #1, Interior

Photo No. 2

Post-Test Specimen #1, Witness Chamber

Report No.: D0074.01-119-12




Photo No. 3

Post-Test Specimen #1, Interior

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Photo No. 4


Photo No. 5


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Photo No. 6


Photo No. 7


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Photo No. 8


Photo No. 9


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Photo No. 10


Photo No. 11


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Photo No. 12


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APPENDIX D

Drawings

2016-11-22T12:11:52-0500Steven Neff

2016-11-22T15:14:37-0500Joseph Reed

2016-11-22T15:16:02-0500Joseph Reed

2016-11-22T15:15:19-0500Joseph Reed

2016-11-22T15:15:51-0500Joseph Reed

2016-11-22T10:41:06-0500Julie Shilke

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