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TEST REPORT
Report No.: D2358.02-201-44
Rendered to:
EAGLE WINDOW & DOOR, INC. Dubuque, Iowa
PRODUCT TYPE: Aluminum Clad Wood Horizontal Sliding Glass Window
SERIES/MODEL: 6050 E-Series Slide-By Window
SPECIFICATION: CAN/CSA A440-00, Windows, prepared by the Canadian Standards Association. Evaluation to the prescriptive requirements was not performed.
Title of Test Summary of Results Rating Ease of Operation 59 N (13.3 lbf) max. Fail
Air Tightness 0.36 (m3/h)/m (0.06 cfm/ft) A3/F
Water Tightness 200 Pa (4.18 psf) B2 Wind Load Resistance 750 Pa (15.66 psf) C2 Blow-Out 2000 Pa (41.77 psf)
Forced Entry Resistance Grade 10 F10
Reference must be made to Report No. D2358.02-201-44, dated 02/18/14 for complete test specimen description and detailed test results.
Architectural Testing
Test Report No.: D2358.02-201-44 Report Date: 02/18/14
Page 1 of 7
1.0 Report Issued To: Eagle Window & Door, Inc. 2045 Kerper Boulevard Dubuque, Iowa 52004 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 Horizontal Sliding Glass Window
3.2 Series/Model: 6050 E-Series Slide-By Window
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/F, B2, C2, and F10.
3.4 Test Dates: 12/02/2013 – 02/10/2014
3.5 Test Location: Architectural Testing, Inc. test facility in St. Paul, Minnesota.
3.6 Test Sample Source: The test specimen was provided by the client. Representative samples of the test specimen 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 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.
3.8 List of Official Observers:
Name Company
Matt Kisting Andersen Corporation Joe Cogan Andersen Corporation Jim Welter Andersen Corporation Tony D. Gavin Architectural Testing, Inc. Karl Lips-Eakins Architectural Testing, Inc. Eric J. Schoenthaler Architectural Testing, Inc.
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Test Report No.: D2358.02-201-44 Report Date: 02/18/14
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4.0 Test Specification:
CAN/CSA A440-00, Windows, prepared by the Canadian Standards Association. Evaluation to the prescriptive requirements was not performed.
5.0 Test Specimen Description:
5.1 Product Sizes:
Crack Length: 7.9 m (25.9 ft)
Width Height millimeters inches millimeters inches
Overall size 1828 72 1524 60 Operable sash 896 35-5/16 1425 56-1/8
Fixed sash 911 35-7/8 1425 56-1/8 Screen 863 34 1473 58
5.2 Frame Construction:
Frame Member Material Description
Side and head jambs Aluminum/LVL
Aluminum cladding snap fit over laminated veneered lumber. Clear pine interior stops fastened with 3/16" x 1-1/8" staples.
Sill Aluminum/Pine Extruded aluminum sill with slide-fit pine filler. Clear pine interior stops fastened with 3/16" x 1-1/8" staples.
Nail flange Aluminum Fit into exterior cladding and secured with #6 x 1/2" screws.
Joinery Type Detail
Exterior cladding, sill Coped/butted Secured with one #6 x 1-1/4" screw and one
#6 x 7/16" screw. Exterior
cladding, head Miter-cut Fastened with a nylon corner key and secured with two #6 x 7/16" screws.
Sill corners Coped/butted Secured with two #8 x 1-3/4" screws and sealed with silicone.
Head corners Butted Sealed with silicone and secured with three 7/16" x 1-3/4" staples.
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Test Report No.: D2358.02-201-44 Report Date: 02/18/14
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5.0 Test Specimen Description: (Continued) 5.3 Sash Construction:
Sash Member Material Description
Stiles and rails Aluminum/Clear pine
Aluminum cladding was slip fit to wood members.
Joinery Type Detail
Wood corners – all sash Mortise and tenon Secured with glue and one 3/16" x 1-1/2"
staple. Operable sash
aluminum jamb stile corners
Miter-cut Fastened with a nylon corner key, secured with two #4 x 1/2" screws, and sealed with butyl.
Operable sash aluminum
meeting stile corners
Butt Sealed with butyl.
Fixed sash aluminum
corners Miter-cut Fastened with a nylon corner key, secured with
two #4 x 1/2" screws, and sealed with butyl.
5.4 Weatherstripping:
Description Quantity Location Foam filled vinyl leaf 1 Row Sill. Foam filled vinyl bulb 1 Row Operating side jamb. Hollow vinyl bulb 1 Row Fixed sash interlock. Head liner 1 Head jamb.
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Test Report No.: D2358.02-201-44 Report Date: 02/18/14
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5.0 Test Specimen Description: (Continued) 5.5 Glazing: No conclusions of any kind regarding the adequacy or inadequacy of the
glass in any glazed test specimen(s) can be made.
Glass Type Spacer Type Interior
Lite Exterior
Lite Glazing Method
15.5 mm
(0.62") IG
Desiccant filled metal
spacer
3 mm (0.125") annealed
3 mm (0.125") annealed
Set from the interior against a silicone back bedding and secured with interior wood stops that utilized foam tape and were secured with 1" brad nails spaced 51 mm (2") from corners and spaced 152 mm to 203 mm (6" to 8") on center.
Location Quantity Daylight Opening Glass Bite millimeters inches
Sash 2 812 x 1346 32 x 53 13 mm (1/2")
5.6 Drainage: A sloped sill was utilized. 5.7 Hardware:
Description Quantity Location
Cam lock/keeper 2 Meeting stile, 355 mm (14") from top/bottom of sash.
Pull handle 1 Mid span of jamb stile.
Sash roller 2 70 mm (2-3/4") from sash corners on bottom rail.
Fixed sash bracket 1 Head jamb at fixed meeting stile. Active sash rail brackets 2 Top/bottom rail corners at meeting stile.
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Test Report No.: D2358.02-201-44 Report Date: 02/18/14
Page 5 of 7
5.0 Test Specimen Description: (Continued)
5.8 Reinforcement: No reinforcement was utilized. 5.9 Screen Construction:
Frame Material Corner Construction Mesh Type Mesh Attachment Method Roll formed aluminum Plastic keys Fiberglass Aluminum spline.
6.0 Installation:
The specimen was installed into a Spruce-Pine-Fir wood buck. The rough opening allowed for a 10 mm (3/8") shim space. The exterior perimeter of the window was sealed with sealant. Location Anchor Description Anchor Location
Window perimeter 1-1/2" screws
Through the nail flange 76 mm (3") from corners and spaced 305 mm (12") on center.
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Test Report No.: D2358.02-201-44 Report Date: 02/18/14
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7.0 Test Results: The temperature during testing was 21°C (70°F). The results are tabulated as follows:
Title of Test Results Allowed Rating Note
Ease of Operation
Initiate motion max.: 83 N (18.7 lbf) 90 N (20 lbf) max.
Fail Maintain motion max.:
59 N (13.3 lbf) 45 N (10 lbf) max.
Air Tightness, per ASTM E 283
75 Pa (1.57 psf) - Infiltration: 0.33 (m3/h)/m (0.06 cfm/ft)
0.43 (m3/h)/m (0.08 cfm/ft) max.
A3/F
75 Pa (1.57 psf) - Exfiltration: 0.39 (m3/h)/m (0.07 cfm/ft)
0.43 (m3/h)/m (0.08 cfm/ft) max.
75 Pa (1.57 psf) - Average: 0.36 (m3/h)/m (0.06 cfm/ft)
0.43 (m3/h)/m (0.08 cfm/ft) max.
Water Tightness, per ASTM E 547
at 200 Pa (4.18 psf) Pass No leakage B2 1 Wind Load
Resistance-Deflection, per ASTM E 330
taken at meeting stile +750 Pa (+15.66 psf) -750 Pa (-15.66 psf)
4.6 mm (0.18") 4.8 mm (0.19")
8.1 mm (0.32") max. 8.1 mm (0.32") max. C2 2, 3
Wind Load Resistance-Blow-Out,
per ASTM E 330 +2000 Pa (+41.77 psf) -2000 Pa (-41.77 psf)
Pass Pass
No damage No damage C2 2, 3
Resistance to Forced Entry,
Type: A - Grade: 10 Pass No entry F10
Note 1: With and without insect screen. Note 2: Loads were held for 10 seconds. Note 3: 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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Test Report No.: D2358.02-201-44 Report Date: 02/18/14
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Architectural Testing will service this report for the entire test record retention period. Test records that are retained such as detailed drawings, datasheets, representative samples of test specimens, or other pertinent project documentation will be retained by Architectural Testing, Inc. 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 specimen tested. This report may not be reproduced, except in full, without the written approval of Architectural Testing, Inc. For ARCHITECTURAL TESTING, Inc. Eric J. Schoenthaler Daniel A. Johnson Project Manager Director – Regional Operations EJS/jb Attachments (pages): This report is complete only when all attachments listed are included. Appendix-A: Drawings (56) This report produced from controlled document template ATI 00510, issued 04/26/11.
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Test Report No.: D2358.02-201-44 Report Date: 02/18/14
Appendix A
Drawings
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