new test report report no.: e0253.02-201-44 - andersen windows · 2018. 12. 6. · test report ....

TEST REPORT

Report No.: E0253.02-201-44

Rendered to:

ANDERSEN E-SERIES/EAGLE WINDOW & DOOR Dubuque, Iowa

PRODUCT TYPE: Aluminum Clad Wood Round-Top Single Inswing Hinged Glass Door (X)

SERIES/MODEL: 3480 Series 05 Clad Ascent Radius Inswing French Door Vent

SPECIFICATION: CAN/CGSB-82.1-M89, Sliding Doors, prepared by the Canadian Standards Association. Evaluation to the prescriptive requirements was not performed.

Title of Test Summary of Results Rating Ease of Operation 62 N (14 lbf) max. N/A

Air Tightness 0.17 (m3/h)/m (0.03 cfm/ft) A3

Water Tightness 300 Pa (6.26 psf) B3 Wind Load Resistance 1000 Pa (20.88 psf) C3 Blow-Out 2500 Pa (52.21 psf)

Forced Entry Resistance Pass Pass

Reference must be made to Report No. E0253.02-201-44, dated 08/22/14 for complete test specimen description and detailed test results.

Test Report No.: E0253.02-201-44 Report Date: 08/22/14

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1.0 Report Issued To: Andersen E-Series/Eagle Window & Door 2045 Kerper Boulevard Dubuque, Iowa 52001 2.0 Test Laboratory: Architectural Testing, Inc. 849 Western Avenue North St. Paul, Minnesota 55117 651-636-3835 3.0 Project Summary:

3.1 Product Type: Aluminum Clad Wood Round-Top Single Inswing Hinged Glass Door (X)

3.2 Series/Model: 3480 Series 05 Clad Ascent Radius Inswing French Door Vent

3.3 Compliance Statement: Results obtained are tested values and were secured by using the designated test method. The specimen tested successfully met the performance requirements for the following ratings: A3, B3 and C3.

3.4 Test Date: 08/04/2014

3.5 Test Record Retention End Date: All test records for this report will be retained until August 04, 2018.

3.6 Test Location: Architectural Testing, Inc. test facility in St. Paul, Minnesota.

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

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

3.9 List of Official Observers:

Name Company

Christopher Maxwell Andersen E-Series/Eagle Window & Door Joe Cogan Andersen E-Series/Eagle Window & Door Eric J. Schoenthaler Architectural Testing, Inc. Steve Kenemer Architectural Testing, Inc. Ryan Girgen Architectural Testing, Inc. George Radysh Architectural Testing, Inc.

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


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4.0 Test Specification:

CAN/CGSB-82.1-M89, Sliding Doors, prepared by the Canadian Standards Association. Evaluation to the prescriptive requirements was not performed.

5.0 Test Specimen Description:

5.1 Product Sizes:

Overall Area: 6.7 m (21.9 ft)

Width Height millimeters inches millimeters inches

Overall size 1016 40 2438 96 Panel size 968 38-1/8 2364 93-1/16

5.2 Frame Construction:

Frame Member Material Description

Head jamb Aluminum/LVL Aluminum cladding was slip-fit onto LVL head jamb members.

Jambs Aluminum/pine Aluminum cladding was slip-fit onto wood frame members.

Sill Thermally-broken aluminum

The sill consisted of two thermally broken base with an aluminum sill cap press fit together.

Joinery Type Detail

Head jamb/ jamb wood

corner Miter

Corners were miter-cut, sealed with silicone, and secured with three #8 x 1-3/4" screws per corner.

Head jamb to jamb clad corners

Miter

Corners were miter cut, secured with a corner key and two #8 x 7/16" screws, one #6 x 1-1/4" screw, and one #8 x 1-3/4" screw per corner.

Sill to jamb wood corners Butt

Corners were coped, butted, sealed with a corner gasket and silicone, and secured with two #8 x 2-1/2" screws.

Sill to jamb clad corners Butt

Corners were coped, butted, sealed with a corner gasket and silicone, and secured with one #6 x 1" screw.



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5.0 Test Specimen Description: (Continued) 5.3 Panel Construction:

Panel Member Material Description

All Aluminum/LVL Aluminum cladding was slip-fit onto wood panel members. The top rail cladding was secured with two #7 x 7/8" screws.

Joinery Type Detail

Panel top corners Butt The panels were square-cut, butted, secured

with wood glue and two 3" wood dowels. Panel bottom

corners Butt The panels were square-cut, butted, secured with wood glue and two 4" wood dowels.

5.4 Weatherstripping:

Description Quantity Location Hollow vinyl bulb 1 Row Bottom rail of panel. Foam filled leaf with fin 1 Row Sill. Foam filled leaf 1 Row Frame head jamb and jambs. Corner pads 3 Frame jambs at the sill.

5.5 Glazing: No conclusions of any kind regarding the adequacy or inadequacy of the

glass in any glazed test specimen can be made.

Glass Type

Spacer Type Interior Lite Exterior

Lite Glazing Method

3/4" IG

Desiccant filled

aluminum box

spacer

5/32" tempered

5/32" tempered

The glass was set from the interior against 1/4" wide by 3/32" thick butyl tape. Wood glazing stops with single sided adhesive foam tape were utilized on the interior and secured with 1-1/4" brads spaced 2" from each corner and 6" to 8" on center.

Location Quantity Daylight Opening Glass Bite millimeters inches Panel 1 830 x 2045 32-11/16 x 80-1/2 14 mm (9/16")



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5.0 Test Specimen Description: (Continued) 5.6 Drainage:

Drainage Method Size Quantity Location

Notch 5/8" wide by 3/16" high 2 Exterior sill face at ends.

Slot 1/2" wide by 1/2" high 2

Frame sill, 127 mm (5") from each end at innermost leg draining into the sill hollow.

Slot 1/2" wide by 3/4" high 2

Frame sill, 133 mm (5-1/4") from each end at outermost leg draining into the sill hollow.

Slot 5/8" wide by 1-3/8" high 2 Top face of sill ends.

5.7 Hardware: Description Quantity Location

Andersen Three-point lock mechanism

1 Active panel stile with keepers in passive panel located: 356 mm (14"), 864 mm (34") and 1994 mm (78-1/2") from panel bottom rail.

Handle set with deadbolt 1 Active panel 914 mm (36") from bottom rail.

Hinges 4 Panel 254 mm (10"), 762 mm (30"), 1245 mm (49") and 1753 mm (69") from bottom rail.

Strike plate 3 Adjacent to locking system.

5.8 Reinforcement: No reinforcement was utilized.

6.0 Installation: The specimen was installed into a wood buck. The rough opening allowed for a 1/2" shim space. The exterior perimeter of the window was sealed with silicone sealant. Location Anchor Description Anchor Location

Jamb #10 x 2-1/2" screws Two through each hinge into buck.

Head jamb #8 x 2-1/2" screws Two screws through top and bottom strikes and three screws through lockset strike.

Sill Silicone The sill was set atop a silicone backbedding.



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7.0 Test Results: The temperature during testing was 22°C (72°F). The results are tabulated as follows:

Title of Test Results Allowed Rating Note

Ease of Operation Initiate motion max.: 62 N (14 lbf) 100 N (22.5 lbf) max.

Air Tightness, per ASTM E 283

75 Pa (1.57 psf) - Infiltration: 0.28 (m3/h)/m (0.05 cfm/ft)

0.55 (m3/h)/m (0.10 cfm/ft) max.

A3

75 Pa (1.57 psf) - Exfiltration: 0.11 (m3/h)/m (0.02 cfm/ft)

0.55 (m3/h)/m (0.10 cfm/ft) max.

75 Pa (1.57 psf) - Average: 0.17 (m3/h)/m (0.03 cfm/ft)

0.55 (m3/h)/m (0.10 cfm/ft) max.

Water Tightness, per ASTM E 547

at 300 Pa (6.26 psf) Pass No leakage B3 1 Wind Load

Resistance-Deflection, per ASTM E 330

taken at lock stile +1000 Pa (+20.88 psf) -1000 Pa (-20.88 psf)

0.5 mm (0.02") <0.3 mm (<0.01")

6.1 mm (0.24") max. 6.1 mm (0.24") max. C3 2, 4

Wind Load Resistance-Blow-Out,

per ASTM E 330 +2500 Pa (+52.21 psf) -2200 Pa (-52.21 psf)

Pass Pass

No damage No damage C3 3, 4

Resistance to Forced Entry,

Per AAMA 1304 Pass No entry Pass Note 1: Insect screen not available. Note 2: Loads were held for 60 seconds. Note 3: Loads were held for 10 seconds Note 4: Tape and film were used to seal against air leakage during structural testing. In our opinion, the tape and film did not influence the results of the test.



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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 tested. This report may not be reproduced, except in full, without the written approval of Architectural Testing, Inc. For ARCHITECTURAL TESTING, Inc. Tony D. Gavin Daniel A. Johnson Technician Director – Regional Operations TDG/jb Attachments (pages): This report is complete only when all attachments listed are included. Appendix-A: Drawings (42) This report produced from controlled document template ATI 00510, issued 04/26/11.



Appendix A

Drawings


new test report report no.: e0253.02-201-44 - andersen windows · 2018. 12. 6. · test report ....

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