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TEST REPORT Report No.: D8050.03-301-44 Rendered to: SOLATUBE INTERNATIONAL, INC. Vista, California SERIES/MODEL: M74 DS PRODUCT TYPE: Open Ceiling Tubular Daylight Device SPECIFICATION: Occupational Safety and Health Administration/U.S. Department of Labor Regulations Standards – 29 CFR 1926 Subpart M (Fall Protection) 1926.501(b)(4)(i); 1926.501(i)(2); 1926.501(b)(4)(ii) Test Date: 05/15/14 Report Date: 07/14/14 Test Record Retention Date: 05/15/18 Architectural Testing

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Page 1: Architectural Testing - Amazon Web Services · 7.1 OSHA Safety Test . Test Load Location Results 700 lbf Center of dome Dome indented, no visible damage to tube collar retention or

TEST REPORT

Report No.: D8050.03-301-44

Rendered to:

SOLATUBE INTERNATIONAL, INC. Vista, California

SERIES/MODEL: M74 DS

PRODUCT TYPE: Open Ceiling Tubular Daylight Device

SPECIFICATION: Occupational Safety and Health Administration/U.S. Department of Labor Regulations Standards – 29 CFR 1926 Subpart M (Fall Protection) 1926.501(b)(4)(i);

1926.501(i)(2); 1926.501(b)(4)(ii)

Test Date: 05/15/14 Report Date: 07/14/14 Test Record Retention Date: 05/15/18

Architectural Testing

Page 2: Architectural Testing - Amazon Web Services · 7.1 OSHA Safety Test . Test Load Location Results 700 lbf Center of dome Dome indented, no visible damage to tube collar retention or

Test Report No.: D8050.03-301-44-R0 Report Date: 07/14/14

Test Record Retention End Date: 05/15/18 Page 1 of 6

1.0 Report Issued To: Solatube International, Inc. 2210 Oak Ridge Way Vista, California 92081 2.0 Test Laboratory: Architectural Testing, Inc. 4 Rancho Circle Lake Forest, California 949-460-9600 3.0 Project Summary:

3.1 Series/Model: M74 DS

3.2 Product Type: Open Ceiling Tubular Daylight Device

3.3 Compliance Statement: Results obtained are tested values and were secured by using the designated test methods.

3.4 Test Date: 05/15/14

3.5 Test Location: Architectural Testing, Inc. test facility in Lake Forest, California.

3.6 Test Sample Source: The specimens were selected by Architectural Testing, Inc. personnel. The specimens were witnessed during production and tagged prior to shipment on May 12, 2014, (Reference Architectural Testing Test Specimen Selection Report No. D8051.03-301-44, dated July 14, 2014). Representative samples of the test specimens 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 specimens reported herein. Test specimen construction was verified by Architectural Testing per the drawings located in Appendix B. Any deviations are documented herein or on the drawings.

3.8 List of Official Observers:

Name Company Jeff Robertson Solatube International, Inc. John Calvanico Solatube International, Inc. Chris Stevens Solatube International, Inc. Jarod Hardman Architectural Testing, Inc.

www.archtest.com

Page 3: Architectural Testing - Amazon Web Services · 7.1 OSHA Safety Test . Test Load Location Results 700 lbf Center of dome Dome indented, no visible damage to tube collar retention or

Test Report No.: D8050.03-301-44-R0 Report Date: 07/14/14

Test Record Retention End Date: 05/15/18 Page 2 of 6

4.0 Test Specifications:

Occupational Safety and Health Administration/U.S. Department of Labor Regulations Standards – 29 CFR 1926 Subpart M (Fall Protection) 1926.501(b)(4)(i); 1926.501(i)(2); 1926.501(b)(4)(ii) A 700 lbf. weight, fabricated from a bag filled with sand, was placed on the center of the dome for a minimum of 60 seconds. The bag was removed and the test unit was inspected for any signs of damage or failure. The bag was then dropped from a 2' height above the dome, any visible damage was noted. The static test was performed to demonstrate that a M74 DS tubular daylight device system, installed according to the manufacturer's instructions and in new or undamaged condition can support a 350-Pound weight at any one time based on 1926.502(i)(2). The impact test was performed to demonstrate the adequacy of the 700 lb. static test results.

5.0 Test Specimen Description:

5.1 Product Sizes:

Overall Area: 0.84 m²

(9.01 ft2)

Width Length

Millimeters Inches Millimeters Inches

Overall size 915 36 915 36 Outside curb

dimension 873 34-3/8 873 34-3/8

Dimension

Millimeters Inches Minimum dome

thickness 1.3 0.05

Dome height 152 6 Dome diameter 797 31.38

Mass

Kilograms Pounds Dome weight 1.9 4.23

www.archtest.com

Page 4: Architectural Testing - Amazon Web Services · 7.1 OSHA Safety Test . Test Load Location Results 700 lbf Center of dome Dome indented, no visible damage to tube collar retention or

Test Report No.: D8050.03-301-44-R0 Report Date: 07/14/14

Test Record Retention End Date: 05/15/18 Page 3 of 6

5.0 Test Specimen Description: (Continued)

5.2 Frame Construction:

Frame Member Material Description

Corner bracket Zinc/aluminum alloy-coated steel P/N: 210210

Curb cap flashing Zinc/aluminum alloy-coated steel P/N: 210225

Tube collar Aluminum w/ reflective film P/N: 410420

24" extension tube Aluminum w/ reflective film P/N: 320325

48" extension tube Aluminum w/ reflective film P/N: 300475

Diffuser collar Aluminum w/ reflective film P/N: 420725

Diffuser panel Acrylic P/N: 420985 Insulation Rigid foam P/N: 500375

Joinery Type Detail

All corners Riveted

Corner brackets (P/N: 210210) are secured to metal curb cap (P/N: 210225) using four 1/8" x 1/4" aluminum rivets with steel mandrel through predrilled 1/8" river holes.

Rigid foam insulation Adhered

Formed from four pieces of nominal 1" thick insulation board, each with a radius cut to fit the contours of the reflective tube; adhered directly to the inside of the curb cap using sealant; seams sealed with foil tape.

Tube collar Riveted

Secured to fold down tabs on metal curb cap (P/N: 210225) using six 1/8" x 1/4" aluminum rivets with steel mandrel through predrilled holes every 60 degrees around circumference of opening.

www.archtest.com

Page 5: Architectural Testing - Amazon Web Services · 7.1 OSHA Safety Test . Test Load Location Results 700 lbf Center of dome Dome indented, no visible damage to tube collar retention or

Test Report No.: D8050.03-301-44-R0 Report Date: 07/14/14

Test Record Retention End Date: 05/15/18 Page 4 of 6

5.0 Test Specimen Description: (Continued)

5.2 Frame Construction: (Continued)

Joinery Type Detail

Tube extension Tab lock

Secured to tube collar (P/N: 410420) and diffuser collar (P/N: 420725) by engaging tab locks to hooks on corresponding hooks and fitting tube belt (P/N: 400395) over tube joint.

Diffuse collar Tab lock

Secured to either extension tube (P/N: 320325 or 300475) by engaging tab locks to hooks on collar and securing to diffuser panel (P/N: 420985) by inserting tabs through precut holes bending tab projections over to secure and fitting tube belt (P/N: 400395) over the assembly.

5.3 Weatherstripping:

Description Quantity Location

3/8" wide by 3/16" thick closed cell foam gasket 1 row

Adhered full perimeter to the rigid insulation so that it is compressed against the curb.

Urethane foam seal "L" profile with polymeric skin 1 row

Adhered to the metal around the circumference of the curb cap turret at the TDD aperture and compressed against the outer dome.

EPDM foam profile dress ring seal 1 row

Clipped over edge of diffuser panel (P/N: 420985) around the full circumference of the diffuser panel.

5.4 Glazing:

Glass Type Glazing Glazing Method

Monolithic Min. 0.05" thick vacuum formed polycarbonate

Secured with dome clamp assembly onto the formed metal

curb cap opening.

Location Quantity Daylight Opening Diameter Glass Bite millimeters Inches

Outer dome 1 724 28-1/2 Outer dome

www.archtest.com

Page 6: Architectural Testing - Amazon Web Services · 7.1 OSHA Safety Test . Test Load Location Results 700 lbf Center of dome Dome indented, no visible damage to tube collar retention or

Test Report No.: D8050.03-301-44-R0 Report Date: 07/14/14

Test Record Retention End Date: 05/15/18 Page 5 of 6

6.0 Installation:

The specimen was installed into a Douglas-Fir wood buck. The rough opening allowed for a 1/2" shim space.

Location Anchor Description Anchor Location One anchor through each of

the precut holes in the vertical apron of the curb

cap assembly

#10 x 2" Phillips truss head screw

Four anchors were located on each side at 2-1/2" and 10" on

center from each corner.

7.0 Test Results: The results are tabulated as follows:

7.1 OSHA Safety Test

Test Load Location Results

700 lbf Center of dome Dome indented, no visible

damage to tube collar retention or compromising of dome

Note: The 700 lbf weight was gently applied perpendicular to the center of each dome. After 60 seconds of rest time, there was no visible damage to either skylight. 7.2 OSHA Safety Drop Test

Test Method Load Location Results

700 lbf-ft (2' drop height) Center of dome

Dome indented and indenting from corners to dome ring,

no visible damage to tube collar retention or compromising

of dome

www.archtest.com

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Test Report No.: D8050.03-301-44-R0 Report Date: 07/14/14

Test Record Retention End Date: 05/15/18 Page 6 of 6

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. If test specimen contains glazing, no conclusions of any kind regarding the adequacy or inadequacy of the glass in any glazed test specimens can be made. 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. ___________________________________________ ________________________________________________ Jarod S. Hardman Tyler Westerling, P.E. Laboratory Manager Senior Project Engineer JSH: ss Attachments (pages): This report is complete only when all attachments listed are included. Appendix-A: Photographs (1) Appendix-B: Drawings (70) This report produced from controlled document template ATI 00514, issued 02/28/11.

www.archtest.com

Page 8: Architectural Testing - Amazon Web Services · 7.1 OSHA Safety Test . Test Load Location Results 700 lbf Center of dome Dome indented, no visible damage to tube collar retention or

Test Report No.: D8050.03-301-44-R0 Report Date: 07/14/14

Test Record Retention End Date: 05/15/18

Appendix A

Photographs

www.archtest.com

Page 9: Architectural Testing - Amazon Web Services · 7.1 OSHA Safety Test . Test Load Location Results 700 lbf Center of dome Dome indented, no visible damage to tube collar retention or

Test Report No.: D8050.03-301-44-R0 Report Date: 07/14/14

Test Record Retention End Date: 05/15/18

Photo No. 1

OSHA Safety Test

Photo No. 2

OSHA Safety Drop Test

www.archtest.com

Page 10: Architectural Testing - Amazon Web Services · 7.1 OSHA Safety Test . Test Load Location Results 700 lbf Center of dome Dome indented, no visible damage to tube collar retention or

Test Report No.: D8050.03-301-44-R0 Report Date: 07/14/14

Test Record Retention End Date: 05/15/18

Appendix B

Drawings

www.archtest.com

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