TEST REPORT. Rendered to: SOLATUBE INTERNATIONAL, INC. VISTA, CALIFORNIA

Transcription

1 TEST REPORT Report No.: E Rendered to: SOLATUBE INTERNATIONAL, INC. VISTA, CALIFORNIA PRODUCT TYPE: Tubular Daylight Device Self Flashing SERIES/MODEL: 330DS/750DS SPECIFICATION: Occupational Safety and Health Administration/U.S. Department of Labor Regulations (Standards - 29 CFR) (e)(8), California State OSHA Fall Protection Code of Regulations, Title 8, Section 3212 (e)(1). Test Date: 05/08/15 Report Date: 06/25/15 Test Record Retention Date: 05/08/ E. Jensen Avenue Fresno, CA p f

2 Test Report No.: E Report Date: 06/25/15 Record Retention Date: 05/08/19 Page 1 of Report Issued To: Solatube International, Inc Oak Ridge Way Vista, California Test Laboratory: Architectural Testing, Inc. an Intertek Company ("Intertek-ATI") 4 Rancho Circle Lake Forest, California Project Summary: 3.1 Product Type: Tubular Daylight Device Self Flashing 3.2 Series/Model: 330DS/750DS 3.3 Compliance Statement: Results obtained are tested values and were secured by using the designated test method(s). 3.4 Test Date: 05/08/ Test Record Retention End Date: All test records for this report will be retained until May 8, Test Location: Intertek-ATI test facility in Lake Forest, California. 3.7 Test Specimen Source: The test specimens were provided by the client. Representative samples of the test specimens 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 specimens reported herein. Test specimen construction was verified by Intertek-ATI per the drawings located in Appendix B. Any deviations are documented herein or on the drawings. 3.9 List of Official Observers: Name Company Todd Anderson Jarod S. Hardman Solatube International, Inc. Intertek-ATI

3 Test Report No.: E Report Date: 06/25/15 Record Retention Date: 05/08/19 Page 2 of Test Specifications: Each of the units tested met or exceeded the loading requirements for the following standards. Occupational Safety and Health Administration/U.S. Department of Labor Regulations (Standards- 29 CFR) (e)(8). California State OSHA Fall Protection Code of Regulations, Title 8, Section 3212 (e)(1) A 700 lbf weight, fabricated from a bag filled with sand, was placed on the center of each dome for a minimum of 60 seconds. The bag was removed and the test unit was inspected for any signs of damage or failure. 5.0 Test Specimen Description: 5.1 Product Sizes: 330 DS TDD: Overall Area: 2.40 ft 2 Diameter Width (inches) Height (inches) Flashing overall size 33-1/2 8 Dome size 22-3/4 9-5/ DS TDD: Overall Area: 2.40 ft 2 Diameter Width (inches) Height (inches) Flashing overall size 33-1/2 8 Dome size /2 5.2 Frame Construction: The following descriptions apply to all specimens. Frame Member Material Description Flashing Steel Part # (see attached Drawings)

4 Test Report No.: E Report Date: 06/25/15 Record Retention Date: 05/08/19 Page 3 of Test Specimen Description: (Continued) 5.3 Weatherstripping: Description Quantity Location 1/4" x 1/2" peel and stick pile, Part # row Peel and stick applied around exterior side of the flashing collar under the dome edge (See attached Drawing #600280). 5.4 Glazing: No conclusions of any kind regarding the adequacy or inadequacy of the glass in any glazed test specimen(s) can be made. 330 DS Dome Material Glazing Glazing Method Monolithic Acrylic, Part # Press fit over the flashing with dome spacer, Part #700870, and secured with three #8 x 1-5/8" Phillips truss head screws, Part #700860, spaced evenly around the circumference of the dome. 750 DS Dome Material Glazing Glazing Method Monolithic Acrylic, Part # Press fit over the flashing with dome spacer, Part #700870, and secured with three #8 x 1-5/8" Phillips truss head screws, Part #700860, spaced evenly around the circumference of the dome. Location Quantity Daylight Opening (inches) Glass Bite Diameter /8 1-5/ Diameter /8 1-3/4 6.0 Installation: The specimen was installed into a 5/8" plywood buck. The perimeter of the TDD was sealed with 3/4" bead of sealant. Location Anchor Description Anchor Location Around 16 fasteners spaced evenly #10 x 2" Phillips truss head screw, perimeter of around the circumference Part # flashing of the flashing

5 Test Report No.: E Report Date: 06/25/15 Record Retention Date: 05/08/19 Page 4 of Test Results: The results are tabulated as follows: 7.1 OSHA Safety Test 330 DS TDD: Test 700 lbf 750 DS TDD: Test 700 lbf Load Location Center of dome Results No visible damage Results Center of dome Maximum Allowed No visible damage 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. Intertek-ATI will service this report for the entire test record retention period. Test records 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. 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 Intertek-ATI Jarod S. Hardman Laboratory Manager JSH:ss/ms Leaton Kirk Director Regional Operations Attachments (pages): This report is complete only when all attachments listed are included. Appendix-A: Photographs (3) Appendix-B: Drawings (4) Appendix-C: Installation Instructions (22) This report produced from controlled document template ATI 00514, revised 06/26/

6 Test Report No.: E Report Date: 06/25/15 Record Retention Date: 05/08/19 Appendix A Photographs

7 Test Report No.: E Report Date: 06/25/15 Record Retention Date: 05/08/19 Photo No DS TDD during static loading Photo No DS TDD after static loading

8 Test Report No.: E Report Date: 06/25/15 Record Retention Date: 05/08/19 Photo No DS TDD after static loading Photo No DS TDD after static loading

9 Test Report No.: E Report Date: 06/25/15 Record Retention Date: 05/08/19 Photo No DS TDD after static loading

10 Test Report No.: E Report Date: 06/25/15 Record Retention Date: 05/08/19 Appendix B Drawings

11 DS (21") SOLATUBE 8" SELF FLASHING HARD CEILING NOTES: 1. STRUCTURAL ELEMENTS (PLYWOOD, RAFTERS, DRYWALL ETC.) BY OTHERS & SHOWN FOR REFERENCE ONLY 2 F 2. ALL TUBE JOINTS & SEAMS TAPED WITH 2" FOIL TAPE (NOT SHOWN) F /8" /8" 5 4 A DETAIL A X FASTENERS E SCALE 3 : /8" EQ. SP. ON 32" B.C. E B 203 8" ROOF 6 1/4" D MATERIAL 9 ROOF RAFTERS 22 1/2" OPENING D 6 ROOF DECKING 10 TOP VIEW SCALE 1: DETAIL B 45" SCALE 3 : 1 REF. C C SHIM D CEILING C B JOIST B " SQUARE OPENING UNLESS OTHERWISE SPECIFIED: A CEILING /8" DIMENSIONS ARE IN INCHES TOLERANCES: ANGULAR: 0.5.X.1.XX.02.XXX.005 SOLATUBE INTERNATIONAL, INC. COPYRIGHT TITLE: 330 DS (21") SELF FLASHING A DETAIL C SCALE 3 : 1 FULL SECTION SCALE 1:1 DETAIL D SCALE 3 : 1 MATERIAL FINISH DRAWN BY DATE STEVENS 3/13/08 CHECKED BY DATE HARD CEILING SIZE DWG. NO. REV 330DS-SF-HC 2 APPROVED BY DATE DO NOT SCALE DRAWING SCALE: 1:1 SHEET 1 OF

12 DS (21") SOLATUBE NOTES: " SELF FLASHING 1. STRUCTURAL ELEMENTS (PLYWOOD, RAFTERS, DRYWALL ETC.) BY OTHERS & SHOWN FOR REFERENCE ONLY 33 5/8" HARD CEILING ALL TUBE JOINTS & SEAMS TAPED WITH 2" FOIL TAPE (NOT SHOWN) F F /8" X FASTENERS 4 EQ. SP. ON 32" B.C. 5 A 500 E 19 5/8" E DETAIL A SCALE 3 : 1 B 203 8" /4" 7 ROOF MATERIAL 9 D /2" D ROOF RAFTERS OPENING TOP VIEW 6 SCALE 1:1 ROOF DECKING 10 8 DETAIL B SCALE 3 : C 45" REF. C SHIM D CEILING B JOIST B C " UNLESS OTHERWISE SPECIFIED: A CEILING 17 SQUARE OPENING DIMENSIONS ARE IN INCHES TOLERANCES: ANGULAR: 0.5.X.1.XX.02.XXX.005 SOLATUBE INTERNATIONAL, INC. COPYRIGHT TITLE: 750 DS (21") SELF FLASHING A DETAIL C SCALE 3 : /8" FULL SECTION DETAIL D SCALE 3 : 1 MATERIAL FINISH DRAWN BY DATE STEVENS 3/13/08 CHECKED BY DATE HARD CEILING SIZE DWG. NO. REV 750DS-SF-HC 2 SCALE 1:1 DO NOT SCALE DRAWING APPROVED BY DATE SCALE: 1:1 SHEET 1 OF

13 DS (21") SOLATUBE NOTES: " SELF FLASHING 1. STRUCTURAL ELEMENTS (PLYWOOD, RAFTERS, DRYWALL ETC.) BY OTHERS & SHOWN FOR REFERENCE ONLY 33 5/8" 19 HARD CEILING F 2 2. ALL TUBE JOINTS & SEAMS TAPED WITH 2" FOIL TAPE (NOT SHOWN) F /8" X FASTENERS 5 EQ. SP. ON 32" B.C. A 500 E 19 5/8" E DETAIL A SCALE 3 : 1 B 203 8" /4" ROOF MATERIAL 9 D /2" D ROOF RAFTERS OPENING TOP VIEW 6 SCALE 1:1 ROOF DECKING 10 8 DETAIL B 1143 SCALE 3 : 1 45" C C REF SHIM D CEILING JOIST B B C " UNLESS OTHERWISE SPECIFIED: A CEILING 17 DETAIL C SQUARE OPENING 606 DETAIL D MATERIAL DIMENSIONS ARE IN INCHES TOLERANCES: ANGULAR: 0.5.X.1.XX.02.XXX.005 SOLATUBE INTERNATIONAL, INC. COPYRIGHT 2015 DRAWN BY DATE TITLE: 750 DS (21") SELF FLASHING A SCALE 3 : /8" SCALE 3 : 1 STEVENS 3/13/08 HARD CEILING FULL SECTION FINISH CHECKED BY DATE SIZE DWG. NO. REV 750DS-SF-HC 2 SCALE 1:1 DO NOT SCALE DRAWING APPROVED BY DATE SCALE: 1:1 SHEET 1 OF

14 NOTES: 750 DS (21") SOLATUBE 1 ḂY OTHERS & SHOWN FOR REFERENCE ONLY STRUCTURAL ELEMENTS (PLYWOOD, RAFTERS, DRYWALL ETC.) /8" F 3 8" SELF-FLASHING 2. ALL TUBE JOINTS & SEAMS TAPED WITH 2" FOIL TAPE (NOT SHOWN) F OPEN CEILING X FASTENERS 608 EQ. SP. ON 32" B.C. 23 7/8" E DETAIL A E SCALE 3 : /4" A /8" 8 ROOF 10 MATERIAL D D B " TOP VIEW SCALE 1 : 2 9 ROOF RAFTER ROOF DECKING C C /2" OPENING 11 DETAIL B SCALE 3 : /8" B 14 B /8" C /8" UNLESS OTHERWISE SPECIFIED: A DETAIL C SCALE 3 : 1 FULL SECTION SCALE 1:1 DIMENSIONS ARE IN INCHES TOLERANCES: ANGULAR: 0.5.X.1.XX.02.XXX.005 SOLATUBE INTERNATIONAL, INC. COPYRIGHT TITLE: 750 DS (21") SELF-FLASHING A MATERIAL DRAWN BY DATE STEVENS 4/6/15 OPEN CEILING CHECKED BY DATE FINISH SIZE DWG. NO. REV APPROVED BY DATE 750DS-SF-OC 2 DO NOT SCALE DRAWING SCALE: 1:1 SHEET 1 OF

15 Test Report No.: E Report Date: 06/25/15 Record Retention Date: 05/08/19 Appendix C Installation Instructions

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