Architectural Testing ASTM E283, ASTM E330, ASTM E331 TEST REPORT. Report Number: C Rendered to: Tubelite Inc.
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1 Architectural Testing ASTM E283, ASTM E330, ASTM E331 TEST REPORT Report Number: C Rendered to: Tubelite Inc. Walker, Michigan MODEL DESIGNATION: 400 Series Curtainwall with 4 Sided SSG PRODUCT TYPE: Curtainwall This report contains in its entirety: Cover Page: 1 page Report Body: 8 pages Appendix A: 5 sheets Appendix B: 22 sheets Appendix C: 3 sheets Alteration Log: 1 page Revision Log: 1 page :23:47-04'00' Test Dates: Report Date: 7/9/2012 7/12/2012 7/24/12
2 Test Report No.: C Report Date: 7/24/2012 Test Record Retention End Date: 7/24/2016 Page: 1 of CLIENT IDENTIFICATION 1.1 Report Issued To: Tubelite Inc Walker Ridge Drive NW Walker, Michigan Contact Person: Steve Wilkening 2.0 LABORATORY IDENTIFICATION 2.1 Laboratory Location: Architectural Testing, Inc Garden Road Riviera Beach, Florida Laboratory Phone Number: PROJECT SUMMARY 3.1 Introduction: Tubelite Inc. retained Architectural Testing, Inc. to conduct ASTM E283, E330, and E331 testing on their 400 Series Curtainwall with 4 Sided SSG. 3.2 Summary of Test Results: Table 1 provides a summary of the test results for each test specimen. Testing commenced July 9, 2012 and was completed July 12, Table 1: Summary of Test Results Specimen # Test Method Test Conditions Test Conclusion Air Infiltration Test 75 & 300 Pa (ASTM E283) (1.57 & 6.24 psf) PASS Water Infiltration Test 718 Pa K (ASTM E331) (15 psf) PASS +2871/-2871 Pa Static Load Test (+60/-60 psf) (ASTM E330) Design Wind Load PASS 3.3 Test Record Retention End Date: All test records for this report will be retained until July 24, APPLICABLE TEST METHODS, SPECIFICATIONS, AND PROTOCOLS ASTM E Standard Test Method for Determining Rate of Air Leakage through Exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the Specimen ASTM E Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference ASTM E Standard Test Method for Water Penetration of Exterior Windows, Skylights, Doors, and Curtain Walls by Uniform Static Air Pressure Difference
3 Test Report No.: C Report Date: 7/24/2012 Test Record Retention End Date: 7/24/2016 Page: 2 of TEST SPECIMEN IDENTIFICATION 5.1 Test Specimen Type: Curtainwall 5.2 Model Designation: 400 Series Curtainwall with 4 Sided SSG 5.3 Overall Size: 4407 mm (w) x 3188 mm (h) (w) x (h) 5.4 Configuration O/O/O-O/O/O-O/O/O-O/O/O 5.5 Number of Operable Door Leaves: None tested 5.6 Drawings: Test specimen construction was verified by Architectural Testing, Inc. per the drawings located in Appendix A. Any deviations are documented herein and/or on the drawings. 5.7 Test Specimen Source: Tubelite Inc. provided the test specimen. 6.0 TEST SPECIMEN DESCRIPTION 6.1 Frame Construction The frame was fabricated using the aluminum extrusions defined in Table 2. Table 2: Aluminum Frame Extrusion Details Frame Member Part # Description Material Head, sill, and jamb E55TB02 Curtainwall tube Intermediate horizontal mullion E5TB108 Curtainwall tube 6063-T5 Aluminum Intermediate vertical mullion E55TB04 Butt glazing tube Corner Construction At each frame corner, the vertical frame member ran through while the horizontal frame member end was square cut, butted and mechanically attached to the vertical member via an aluminum shear block. The additional details of the corner construction are described in Table 3. Table 3: Corner Construction Location Construction Details Joint Sealant Head and sill corners A mm (4.918") long shear block (Part # PTB49) was attached to the horizontal frame member using two (2), #10-24 x 3/4 SS PH screws (Part # S270) into the exterior of the horizontal through the shear block screw splines. The shear block was attached to the vertical frame member using two (2), 1/4-20 x 1 HH Type D screws (Part # S328). Intermediate horizontal corners at jambs Corners at the intermediate vertical and horizontal mullions A mm (4.288") long shear block (Part # PTB96C) was attached to the horizontal frame member using two (2), #10-24 x 3/4 SS PH screws (Part # S270) into the exterior of the horizontal through the shear block screw splines. The shear block was attached to the vertical frame member using two (2), 1/4-20 x 1 HH Type D screws (Part # S328). A mm (4.288") long shear block (Part # PTB96C) was attached to the horizontal frame member using two (2), #10-24 x 3/4 SS PH screws (Part # S270) into the exterior of the horizontal through the shear block screw splines. The shear block was attached to the vertical frame member using two (2), 1/4-20 x 1 HH Type D screws (Part # S328). Each joint was sealed using Dow Corning 983 Silicone Glazing and Curtainwall Adhesive/Sealant A single pocket foam water dam (Part # PTB93) and an ethafoam rod (Part # P1094) were utilized at the end of each horizontal member and each joint was sealed using Dow Corning 983 Silicone Glazing and Curtainwall Adhesive/Sealant
4 Test Report No.: C Report Date: 7/24/2012 Test Record Retention End Date: 7/24/2016 Page: 3 of Pressure Plate and Snap Cover Assembly Table 4 provides the extrusions used in the pressure plate and snap cover assemblies. There was a continuous rubber thermal barrier (Part # PTB94) between each pressure plate and the adjacent frame member. Table 4: Pressure Plate and Snap Cover Details Frame Member Part # Material Description Head, sill, and jamb pressure plate Pressure plate cover M4TB225 E4TB T5 Aluminum 6063-T5 Aluminum The pressure plate was attached to the adjacent frame member using a single row of 1/4-20 x 3/4 HH Type F screws (Part # S362) spaced 50.8 mm (2 ) from each end and at mm (6 ) on center thereafter. Each fastener head was sealed using silicone sealant. Face cover snap-fit to the adjacent pressure plate 6.3 Glazing Details Glazing Materials Glass Types GL1 through GL4 consisted of 25.4 mm (1 ) thick (nominal) insulated glass comprised of the following components: mm (1/4") tempered glass mm (1/2 ) air space mm (1/4") tempered glass Glazing Method The test specimen was exterior glazed. A 4.8 mm (3/16") thick EPDM setting block (Part # P6550) was used at the intermediate horizontals and a 7.9mm (5/16") thick EPDM setting block was used at the sill. Table 5 provides the interior and exterior glazing procedures (typical) used in the test specimen. Table 5: Glazing Procedures (typical) Location Interior Glazing Procedure Exterior Glazing Procedure Use a 50 ±5 durometer, 3.2 mm Use a 50 ±5 durometer, 3.2 mm Head, sill, and (1/8") thick EPDM glazing gasket (1/8") thick EPDM glazing gasket jambs (Part # PTB28) (Part # PTB28) Intermediate horizontal and vertical mullions Use a 70 ±5 durometer, 9.5 mm (3/8") thick rubber glazing gasket (Part # PTB75) followed by a 9.5 mm x 12.7 mm (3/8 x 1/2 ) bead of Dow Corning 983 Silicone Glazing and Curtainwall Adhesive/Sealant A bead of Dow Corning 983 Silicone Glazing and Curtainwall Adhesive/Sealant was applied between adjacent glass lites. The bead was 19.1 mm (3/4") wide at the horizontals and 9.5 mm (3/8") wide at the verticals.
5 Glazing Type Test Report No.: C Report Date: 7/24/2012 Test Record Retention End Date: 7/24/2016 Page: 4 of Daylight Opening and Glass Bite Table 6 provides the daylight opening and glass bite for each lite used in each test specimen. GL1 4 GL2 6 GL3 2 GL4 3 Table 6: Daylight Opening Size and Glass Bite Details Quantity Location Daylight Opening Size Glass Bite Far right and left of top and bottom rows Intermediate left, middle, and intermediate right of top and bottom rows Far right and left of middle row Intermediate left, middle, and intermediate right of middle row mm (w) x mm (h) 10-7/16" (w) x 10-5/8" (h) mm (w) x mm (h) 45-7/8" (w) x 10-5/8" (h) mm (w) x mm (h) 10-7/16" (w) x 94-1/4" (h) mm (w) x mm (h) 45-7/8" (w) x 94-1/4" (h) 12.7 mm (1/2") at head, sill, and jamb 22.2 mm (7/8") at intermediate horizontals 27.0 mm (1-1/16") at intermediate verticals 12.7 mm (1/2") at head and sill 22.2 mm (7/8") at intermediate horizontals 27.0 mm (1-1/16") at intermediate verticals 12.7 mm (1/2") at jambs 22.2 mm (7/8") at intermediate horizontals 27.0 mm (1-1/16") at intermediate verticals 22.2 mm (7/8") at intermediate horizontals 27.0 mm (1-1/16") at intermediate verticals 6.4 Weather Stripping An EPDM glazing gasket (Part # PTB28) slid into the raceway around the entire frame perimeter of the specimen. 6.5 Hardware No hardware was used. 6.6 Drainage Table 7 provides details of the drainage openings used in the test specimen. A weep baffle (Part # PTB42) was used inside the horizontal pressure plate covers at each opening location. Table 7: Drainage Opening Details Quantity Location Description Three (3) per Horizontal pressure plates - at mid-bay and location halfway between the 1/4 points and ends 6.4 mm (1/4 ) diameter hole Two (2) per location Horizontal pressure plate covers - 1 from each end to center of slot 6.4 mm x 12.7 mm (1/4 x 1/2 ) slot
6 6.7 Sealants Table 8 provides details of the sealants used in each test specimen. Test Report No.: C Report Date: 7/24/2012 Test Record Retention End Date: 7/24/2016 Page: 5 of 8 Location All sealant locations Table 8: Sealant Details Sealant Description Dow Corning 983 Silicone Glazing and Curtainwall Adhesive/Sealant 7.0 TEST SPECIMEN INSTALLATION Table 9 provides details of the test specimen installation into the steel opening. The rough opening allowed for a 12.7 mm (1/2 ) shim space. Table 9: Test Specimen Installation Details Location Fastener Description Quantity Head The locking nut (Part # P1267) was attached to the shear block with two (2), 3/8-16 x 2" Type F (Part # S218) and drilled for pipe sleeve (Part # P2028) clearance. One (1), 3/8-16 x 2-1/2 HH screw with the pipe sleeve attached through the shear block to the opening. Sill 8.0 TEST SEQUENCE One (1), 3/8-16 x 2-1/2 HH screw and locking nut (Part # P1267) attached through the shear block to the opening. Table 10 provides a summary of the test sequence for the test specimen. 9.0 TEST RESULTS Table 10: Test Sequence Test Specimen K 1. Air Infiltration Test 2. Water Infiltration Test 3. Water Infiltration Test 4. Uniform Static Load Test: Positive Design Load 5. Uniform Static Load Test: Negative Design Load 6. Water Infiltration Test 7. Uniform Static Load Test: Positive Proof Load 8. Uniform Static Load Test: Negative Proof Load 9.1 Air Infiltration Test Results Table 11 provides the results for the air infiltration test. Sequence #* 1 Table 11: Air Infiltration Test Results Test Pressure Measured Pa (psf) (cfm/ft 2 ) Allowed (cfm/ft 2 ) +75 (+1.57) 0.01 N/A +300 (+6.24) *Please refer to Section 8.0, Test Sequence for a description of the sequence number. 1 per jamb, 2 per intermediate mullion
7 Test Report No.: C Report Date: 7/24/2012 Test Record Retention End Date: 7/24/2016 Page: 6 of Conclusion Architectural Testing, Inc. observed a measured air infiltration less than the allowed air infiltration through the test specimen; as such, the test specimen satisfies the requirements of ASTM E Water Infiltration Test Results Table 12 provides the results for the water infiltration test. Table 12: Water Infiltration Test Results Sequence Test Pressure #* Pa (psf) Result 2 Fail (15) Pass 6 Pass *Please refer to Section 8.0, Test Sequence for a description of the sequence number Conclusion Architectural Testing, Inc. observed zero (0) water infiltration through the innermost plane of the test specimen; as such, the test specimen satisfies the requirements of ASTM E Uniform Static Load Test Deflection Gage Locations Figure 1 shows the deflection gage locations for the uniform static load test. Figure 1: Deflection Gage Locations Ambient Conditions The temperature range during the uniform static load test was 84 F to 88 F.
8 Test Report No.: C Report Date: 7/24/2012 Test Record Retention End Date: 7/24/2016 Page: 7 of Results Tables 13 and 14 provide the positive and negative uniform static load test results, respectively. The results are for the deflection gage locations shown in Section The deflection reported is the overall deflection between three points (longest unsupported span) which accounts for support movement. Sequence #* Load (psf) Table 13: Positive Uniform Static Load Test Results Gage Deflection Permanent Set Percent Location mm inch mm inch Recovery (%) Specimen #K B E H B E H *Please refer to Section 8.0, Test Sequence for a description of the sequence number. Sequence #* Load (psf) Table 14: Negative Uniform Static Load Test Results Gage Deflection Permanent Set Percent Location mm inch mm inch Recovery (%) Specimen #K B E H B E H *Please refer to Section 8.0, Test Sequence for a description of the sequence number Conclusion Architectural Testing, Inc. observed no signs of failure in any area of the test specimen during the uniform static load test; as such, the test specimen satisfies the uniform static load test requirements of ASTM E TEST EQUIPMENT DEFLECTION MEASURING DEVICE: Linear transducers 11.0 LABORATORY COMPLIANCE STATEMENTS All tests performed on this test specimen were conducted in accordance with the specifications of the applicable standards and test methods listed herein. All results obtained apply only to the specimen tested. The following are provided as required by the protocols for the testing reported herein: Tape or film was not used to seal against air leakage during structural testing.
9 Test Report No.: C Report Date: 7/24/2012 Test Record Retention End Date: 7/24/2016 Page: 8 of 8 Test specimen construction was verified by Architectural Testing, Inc. per the drawings located in Appendix A. Any deviations are documented herein and/or on the drawings. Architectural Testing, Inc. will service this report for the entire test record retention period. Test records that are retained, such as detailed drawings, data sheets, representative samples of test specimens, or other pertinent project documentation, will be retained by Architectural Testing, Inc. for the entire test record retention. If any test specimen contains glazing, no conclusions of any kind regarding the adequacy or inadequacy of the glass in any glazed test specimen 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 specimens tested. This report may not be reproduced, except in full, without the written approval of Architectural Testing, Inc APPENDICES This test report is incomplete if not accompanied by the following Appendices: Appendix A: Test Specimen Drawings... 5 Sheets Appendix B: Die/Part Drawings Sheets Appendix C: Specification Sheets... 3 Pages Alteration Log... 1 Page Revision Log... 1 Page 13.0 WITNESSES Name Title Company Steve Wilkening Client Solutions Manager Tubelite, Inc. Vinu Abraham Vice President Southeast Region Architectural Testing Jeff McGovern Director Regional Operations Architectural Testing Kristin Nolan Lab Manager Architectural Testing Martin Gibbard Foreman Architectural Testing Veron Wickham Test Technician Architectural Testing 14.0 SIGNATURES Alan Rule Project Coordinator Vinu Abraham Vice President Southeast Region This report produced from controlled document template ATI 00607, issued 06/12/12.
10 Test Report No.: C Report Date: 7/24/2012 Test Record Retention End Date: 7/24/2016 APPENDIX A: Test Specimen Drawing: TUBELITE 400 CURTAINWALL TEST SPECIMEN K 5 SHEETS
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16 Test Report No.: C Report Date: 7/24/2012 Test Record Retention End Date: 7/24/2016 APPENDIX B: Die/Part Drawings 22 SHEETS
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39 Test Report No.: C Report Date: 7/24/2012 Test Record Retention End Date: 7/24/2016 APPENDIX C: Specification Sheets 3 PAGES
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43 Test Report No.: C Report Date: 7/24/2012 Test Record Retention End Date: 7/24/2016 Alteration Log Alteration Date Cause for Alteration Remedial Action Taken # 1 7/24/2012 N/A No alterations were required.
44 Test Report No.: C Report Date: 7/24/2012 Test Record Retention End Date: 7/24/2016 Revision Log Rev. # Date Page(s) Section # Revision(s) 0 7/24/2012 N/A N/A Original report issued.
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