ASTM F1642-04/GSA TS01

TEST REPORT

Report No.: B8713.01-121-12

Rendered to:

SPECIAL-LITE, INC. Decatur, Michigan

PRODUCT TYPE: Fiberglass Outswing Door

SERIES/MODEL: 3070 FRP Door

SPECIFICATION: ASTM F 1642-04, 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.

Title Summary of Results

Specimen Test Specimen #1 ASTM Hazard Rating No Hazard

GSA Performance Condition 2

Average Peak Reflected Pressure 6.9 psi Average Positive Phase Impulse 48 psi-msec Average Positive Phase Duration 13 msec

Test Completion Date: 05/09/12

This report contains in its entirety: Cover Page: 1 page Report Body: 9 pages Test Facility: 1 page Pressure-Time Plots: 2 pages Photographs: 2 pages Drawings: 1 page Reference must be made to Report No. B8713.01-121-12, dated 05/24/12 for complete test specimen description and detailed test results.

Architectural Testing

Test Report No.: B8713.01-121-12 Report Date: 05/29/12

Test Record Retention End Date: 05/09/16 Page 2 of 9

1.0 Report Issued To: Special-Lite, Inc. 860 South Williams Street P.O. Box 6 Decatur, Michigan 49045 2.0 Test Laboratory: Architectural Testing, Inc. 130 Derry Court York, Pennsylvania 17406 717-764-7700 3.0 Project Summary:

3.1 Product Type: Fiberglass Outswing Door

3.2 Series/Model: 3070 FRP Door

3.3 Compliance Statement: Results obtained are tested values and were secured by using the designated test method(s). 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.

3.4 Test Dates: 05/09/2012

3.5 Test Facility: Architectural Testing, Inc.'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.

3.6 Test Sample Source: The test specimens were provided by the client. Representative samples of the test specimen(s) will be retained by Architectural Testing for a minimum of four years from the test completion date.

3.7 Drawing Reference: The test specimen drawings have been reviewed by Architectural Testing and are representative of the test specimen(s) reported herein. Test specimen construction was verified by Architectural Testing per the drawings located in Appendix D. Any deviations are documented herein or on the drawings.

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Test Report No.: B8713.01-121-12 Report Date: 05/29/12

Test Record Retention End Date: 05/09/16 Page 3 of 9

3.8 Data Acquisition: In accordance with ASTM F 1642-04 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.

3.9 List of Official Observers:

Name Company Andy Seiser Special-Lite, Inc. Russell Clark Architectural Testing, Inc. Brady McNaughton, P.E. Architectural Testing, Inc.

4.0 Test Specification(s):

ASTM F 1642-04, Standard Test Method for Glazing and Glazing Systems Subject to Airblast Loading (Note: Three (3) specimens were not tested). GSA-TS01-2003, US General Services Administration Standard Test Method for Glazing and Window Systems Subject to Dynamic Overpressure Loadings.

5.0 Test Specimen Description: The following descriptions apply to all specimens.

5.1 Product Sizes:

Measured Dimensions

Width (inches)

Height (inches)

Overall size 40 85

Leaf Glazing Size 23-3/8 35-1/4

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Test Report No.: B8713.01-121-12 Report Date: 05/29/12

Test Record Retention End Date: 05/09/16 Page 4 of 9

5.0 Test Specimen Description: (Continued) 5.2 Frame Construction:

Frame Member Material Description All Frame members

Fiberglass Extruded

Hinge bar Fiberglass Extruded, 1-/12” wide by 1/4” thick full length bar located in the hinge frame jamb

Head key Fiberglass 3-part full length key

Joinery Type Detail

All corners Mitered Keyed and glued

5.3 Leaf Construction:

Leaf Member Material Description

Panels Fiberglass 3/16” thick

Glazing pocket Fiberglass “U” shaped fiberglass pieces secured to the opening with #6 x 1/2” long flat head screws

Leaf sill pocket Fiberglass “U” shaped sill pocket, 2-1/4” high by 1-1/2” wide by 1/4” thick was secured to the interior sill with glue

Head Fiberglass Rectangular extrusion 6-3/4” high by 1-1/2” wide by 1/4” thick foam filled and secured with glue

Head cap Fiberglass Secured to the head with glue

Joinery Type Detail

Sides and panel Coped and butted Glued

Glazing pocket corners

Mitered and butted Glued

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Test Report No.: B8713.01-121-12 Report Date: 05/29/12

Test Record Retention End Date: 05/09/16 Page 5 of 9

5.0 Test Specimen Description: (Continued)

5.4 Glazing:

Glass Type

Interior Lite

Interlayer Material

Interlayer Thickness

Glazing Bite

1/4" Laminated

(2) 1/8" AN Composites

One® 0.030" 3/8"

Glazing Method: The glazing was set from the interior onto foam glazing tape and silicone sealant. The glazing was secured with a screw applied fiberglass glazing clip and foam glazing tape. The stop was secured with #8 x 3/4" long flat head screws located at the stiles 1" from each corner and 8-1/2" on center and the top and bottom of the glazing 1” from each end and midspan.

5.5 Hardware:

Description Quantity Location Handle and lock with adjacent keeper

1 Lock stile, 37-1/2” from sill

Barrel hinges 3 Hinge stile, 12”, 44-1/2”, and 77” from sill

5.6 Reinforcement:

Drawing Number Location Material

N/A Interior hollow of the jambs and head secured at head with three #10 x 2-1/2” long wood screws

Cut and routed 2x6 SPF

6.0 Installation:

The specimen was installed into a Spruce-Pine-Fir wood buck. The unit was secured to the test buck with 5/16” x 4" long flat head wood screws. Screws were located along the jambs at 12”, 44-1/2”, and 77” from the sill. No installation was utilized at the head. No threshold was utilized. The test buck was secured to the interior hollow with 2x6’s with two #10 x 2-1/2 long wood screws per location, located 8” from each end spaced a nominal 12” on center at the head and jambs.

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Test Report No.: B8713.01-121-12 Report Date: 05/29/12

Test Record Retention End Date: 05/09/16 Page 6 of 9

7.0 Test Results: The results are tabulated as follows:

Test Specimen #1: Description Results

Ambient Temperature 65°F Glazing Temperature 66°F ASTM Hazard Rating No Hazard

GSA Performance Condition 2

Peak Positive Pressure Top Pressure 7.3 psi

Right Pressure 7.0 psi Shell Pressure 6.3 psi

Average Pressure 6.9 psi Witness Chamber Pressure 0.4 psi

Peak Positive Phase Duration

Top Duration 13 msec Right Duration 13 msec Shell Duration 13 msec

Average Duration 13 msec

Peak Positive Phase Impulse Top Impulse 47 psi*msec

Right Impulse 48 psi*msec Shell Impulse 48 psi*msec

Average Impulse 48 psi*msec

Glazing Response Glazing Lite Fractured

Glazing Pullout Length and Location

22" at exterior right jamb

Glazing Tearing None

Witness Chamber Results A dusting of glass was deposited on the witness chamber floor. The interior right jamb shim disengaged and fell to the door sill. The interior lock hardware screws stripped out and the hardware fell to the exterior of the specimen.

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

provided in Appendix C.

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Test Report No.: B8713.01-121-12 Report Date: 05/29/12

Test Record Retention End Date: 05/09/16 Page 7 of 9

7.0 Test Results: (Continued)

Deflection Measurements

() indicates outward movement Operating Forces

Measurement Pre-Test Post-Test % Change

Latch Torque (in-lbs.) 10 N/A N/A

Force to Open (lbs.) 4 N/A N/A

Force to Close (lbs.) 3 N/A N/A Force to Maintain Motion

(lbs.) 3 N/A N/A *Door was opened after the blast event. The door was not able to be closed and latched

after testing due to the interior right frame member twisting inward preventing the door

from closing. Deflection of the door locations and op force were no longer applicable.

Permanent Set Measurements (inch)

Location Pre-Test

Post-Test Δ

1 4-3/16 4 3/16

2 6-7/16 N/A N/A

3 6-5/16 N/A N/A

4 6-3/16 N/A N/A

5 4-4/16 4-2/16 2/16

6 4-3/16 3-11/16 8/16

7 6-4/16 N/A N/A

8 6-3/16 N/A N/A

9 6-1/16 N/A N/A

10 4-3/16 4-1/16 2/16

11 4-4/16 3-7/16 13-16

12 6-2/16 N/A N/A

13 6-2/16 N/A N/A

14 6-2/16 N/A N/A

15 4-4/16 4 4/16

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Test Report No.: B8713.01-121-12 Report Date: 05/29/12

Test Record Retention End Date: 05/09/16 Page 8 of 9

The service life of this report will expire on the stated Test Record Retention End Date, at which time such materials as drawings, data sheets, samples of test specimens, copies of this report, and any other pertinent project documentation, shall be discarded without notice. 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 specimen(s) tested. This report may not be reproduced, except in full, without the written approval of Architectural Testing, Inc. For ARCHITECTURAL TESTING, Inc. ___________________________________________ ________________________________________________ Russell W. Clark Brady W. McNaughton, P.E. Technician Program Manager - SRC RWC:ddr Attachments (pages): This report is complete only when all attachments listed are included. Appendix-A: Test Facility (1) Appendix-B: Pressure-Time Plots (2) Appendix-C: Photographs (3) Appendix-D: Drawings (1)

This report produced from controlled document template ATI 00368, revised 07/01/11.

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Test Report No.: B8713.01-121-12 Report Date: 05/29/12

Test Record Retention End Date: 05/09/16 Page 9 of 9

Revision Log

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

0 05/29/12 N/A Original report issue

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Test Report No.: B8713.01-121-12 Report Date: 05/24/12

Test Record Retention End Date: 05/09/16

Appendix A

Test Facility

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Test Report No.: B8713.01-121-12 Report Date: 05/24/12

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Figure #1

Shock Tube and Test Facility

Figure #2

Pressure Sensor Locations

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Test Report No.: B8713.01-121-12 Report Date: 05/24/12

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Appendix B

Pressure-Time Plots

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Test Report No.: B8713.01-121-12 Report Date: 05/24/12

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Specimen #1

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Test Report No.: B8713.01-121-12 Report Date: 05/24/12

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Specimen #1: (Continued)

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Test Report No.: B8713.01-121-12 Report Date: 05/24/12

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Appendix C

Photographs

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Test Report No.: B8713.01-121-12 Report Date: 05/24/12

Test Record Retention End Date: 05/09/16

Photo No. 1

Pre-test Specimen #1, Interior

Photo No. 2

Post-test Specimen #1, Interior

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Test Report No.: B8713.01-121-12 Report Date: 05/24/12

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Photo No. 3

Post-test Specimen #1, Witness Chamber

Photo No. 4

Jamb Hollow Reinforcement

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Test Report No.: B8713.01-121-12 Report Date: 05/24/12

Test Record Retention End Date: 05/09/16

Appendix D

Drawings

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