test report report no.: b8572.02‐201‐47 · pdf filetest specimen construction was verified...
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TEST REPORT
Report No.: B8572.02‐201‐47
Rendered to:
ANDERSEN CORPORATION Bayport, Minnesota
PRODUCT TYPE: Mullion
SERIES/MODEL: 100 Series LVL Mullion
SPECIFICATION: AAMA 450‐10, Voluntary Performance Rating Method for Mulled Fenestration Assemblies
Title Summary of Results
Air Infiltration 0.20 L/s/m2 (0.04 cfm/ft2) Water Resistance Test Pressure 220 Pa (4.5 psf)
Uniform Load Deflection Test Pressure +1440/‐1680 Pa (+30/‐35 psf) Uniform Load Structural Test Pressure +2160/‐2520 Pa (+45.0/‐52.5 psf)
Reference must be made to Report No. B8572.02‐201‐47, dated 05/11/12 for complete test specimen description and detailed test results.
Architectural Testing
Test Report No.: B8572.02‐201‐47 Report Date: 05/11/12
Test Record Retention End Date: 04/04/16 Page 1 of 8
1.0 Report Issued To: Andersen Corporation 100 Fourth Avenue North Bayport, Minnesota 55003‐1096 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: Mullion
3.2 Series/Model: 100 Series LVL Mullion
3.3 Compliance Statement: Results obtained are tested values and were secured by using the designated test methods. The overall design pressure assigned to this mulled assembly is +1440/‐1680 Pa (+30/‐35 psf) for a Class LCPG+30/35 MA: Size Tested 95.5" Span/59.4 ft2 rating. The rating was determined in accordance with AAMA 450‐10, Option (1). The AAMA 450 rating options are shown below:
AAMA 45010 RATING OPTIONS
Rating Options Option 1 Test Total
Assembly Configuration
Option 2 Testing Mullion Elements as Individual Components
Option 3 Structural Calculations by P.E.
Air and Water Test Required? Yes Yes Yes
Deflection Limit During Application of Design
Pressure Load?
No requirement for R and LC ratings.
L/175 for CW and AW ratings.Yes Yes
Permanent Set Limit of Span After Application
and Removal of Structural Test Pressure?
0.4% for R and LC ratings. 0.3% for CW ratings 0.2% for AW ratings
Yes No
Professional Engineer to Sign and Seal? No Yes Yes
Separate Anchorage Calculations Required? No Yes Yes
Product Grouping Permitted?
Yes Yes Yes
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Test Report No.: B8572.02‐201‐47 Report Date: 05/11/12
Test Record Retention End Date: 04/04/16 Page 2 of 8
3.0 Project Summary: (Continued)
3.4 Test Date: 04/04/2012
3.5 Test Location: Test Location: Andersen Corporation test facility in Bayport, Minnesota. Calibration of test equipment was performed by Architectural Testing in accordance with AAMA 205‐01 "In‐Plant Testing Guidelines for Manufacturers and Independent Laboratories".
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 C. Any deviations are documented herein or on the drawings.
3.8 List of Official Observers:
Name Company
Joe Brummer Andersen Corporation Karl Lips‐Eakins Architectural Testing, Inc.
4.0 Test Methods: The test specimen was evaluated in accordance with the following:
AAMA 450‐10, Voluntary Performance Rating Method for Mulled Fenestration Assemblies. ASTM E 283‐04, Test Method for Determining Rate of Airflow Through Exterior Windows, Curtain Walls and Doors Under Specified Pressure Differences Across the Specimen. ASTM E 330‐02, Test Method for Structural Performance of Exterior Windows, Curtain Walls and Doors by Uniform Static Air Pressure Difference. ASTM E 331‐00(2009), Test Method for Water Penetration of Exterior Windows, Curtain Walls and Doors by Uniform Static Air Pressure Difference. ASTM E 547‐00(2009), Test Method for Water Penetration of Exterior Windows, Curtain Walls and Doors by Cyclic Static Air Pressure Difference.
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Test Report No.: B8572.02‐201‐47 Report Date: 05/11/12
Test Record Retention End Date: 04/04/16 Page 3 of 8
4.0 Test Methods: (Continued)
4.1 Mullion Grouping: Grouping of mulled fenestration assemblies is allowed for the purpose of qualifying multiple designs with a single evaluation. A licensed professional engineer shall review all mulled fenestration assemblies within the manufacturer's specified grouping in order to determine the weakest and/or minimal performing product.
5.0 Test Specimen Description:
5.1 Product Sizes:
Width Height Overall Area: 5.7 m² (59.4 ft2) inches millimeters inches millimeters Overall mulled fenestration assembly size
95‐1/2 2524 89‐1/2 2273
Mullion Size 1/2 13 89‐1/2 2273 Individual window size
47‐1/2 1206 89‐1/2 2273
5.2 Mullion Construction: Mullion Member
Material Description
Center beam Pultruded fiberglass
13 x 83 mm (1/2" x 3‐1/4") pultrusion beam. Mull side flange removed, frames put together, and fastened with #8 x 2‐3/4" screws through frame into mull 101 mm (4") from ends and 203‐254 mm (8‐10") on center, alternating sides. A gusset plate was utilized at the head and sill, sealed with a gasket and silicone, and was attached with twelve #8 x 1" PH screws. The exterior joint was sealed full length with two beads of silicone. A snap in PVC trim covered both interior and exterior.
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Test Report No.: B8572.02‐201‐47 Report Date: 05/11/12
Test Record Retention End Date: 04/04/16 Page 4 of 8
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Test Report No.: B8572.02‐201‐47 Report Date: 05/11/12
Test Record Retention End Date: 04/04/16 Page 5 of 8
5.0 Test Specimen Description: (Continued) 5.3 Frame Construction:
Frame Member Material Description
Frame members Composite Co‐extruded Fibrex Composite material with white PVC capstock.
Joinery Type Detail
All corners Mitered Corner key held with hot melt adhesive. 5.4 Sash Construction: Sash Member Material Description
All members Composite Co‐extruded Fibrex Composite material with white PVC capstock.
Joinery Type Detail
All corners Mitered Corner key held with hot melt adhesive. 5.5 Weatherstripping:
Description Quantity Location Poly‐pile w/ center and side fins 1 Row Perimeter of operable sash.
Poly‐pile w/ center and side fins 1 Row Meeting rail of fixed sash. 5.6 Glazing: Glass Type
Spacer Type Interior Lite
Exterior Lite
Glazing Method
19 mm (0.75") IG
Desiccant filled metal
3.1 mm annealed
3.1 mm annealed
The glass was set from the exterior against silicone backbedding and stopped with a vinyl snap‐in, duo‐durometer glazing bead.
Daylight Opening
Location Quantity millimeters inches
Glass Bite
Operable sash 2 1047 x 673 41‐1/4 x 26‐1/2 12.7 mm
Fixed lite 2 1047 x 1381 41‐1/4 x 54‐3/8 12.7 mm
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Test Report No.: B8572.02‐201‐47 Report Date: 05/11/12
Test Record Retention End Date: 04/04/16 Page 6 of 8
5.0 Test Specimen Description: (Continued) 5.7 Drainage:
Drainage Method Size Quantity Location
Weep w/cover
28 mm x 6 mm
(1‐1/8" x 1/4")
2 per unit 102 mm (4") from frame corner on exterior sill face.
Weep hole 13 mm (1/2") dia.
2 per unit 102 mm (4") from frame corner in sill track to hollow below.
5.8 Hardware:
Description Quantity Location Latch‐type lock 1 per sash Mid‐span of meeting rail.
Spring balance 2 per unit Side jambs. 5.9 Reinforcement:
Drawing Number Location Material 1051A Fixed meeting rail Galvanized steel.
5.10 Screen Construction:
Frame Material Corner Construction Mesh Type Mesh Attachment Method Roll formed aluminum Miter‐cut and keyed Fiberglass
mesh Spline.
6.0 Installation:
The specimen was installed into a Spruce‐Pine‐Fir wood buck. The rough opening allowed for a 3/8" shim space. The exterior perimeter of the window was sealed with tape. Location Anchor Description Anchor Location
Nail flange #6 x 1‐5/8" drywall screw At corners and between every hole spaced 89 mm (3‐1/2") on center.
Gusset plate #8 x 2" TH screw Two screws through gusset plate at head and sill.
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Test Report No.: B8572.02‐201‐47 Report Date: 05/11/12
Test Record Retention End Date: 04/04/16 Page 7 of 8
7.0 Test Results: The temperature during testing was 20C (68°F). The results are tabulated as follows:
Title of Test Results Allowed Note
Initiate motion: 120 N (27 lbf) Report Only
Maintain motion: 134 N (30 lbf) 155 N (35 lbf) max.
Latches: 18 N (4 lbf) 100 N (22.5 lbf) max.
Operating Force, per ASTM E 2068
Locks: 18 N (4 lbf) 100 N (22.5 lbf) max.
Air Leakage, Infiltration per ASTM E 283
at 75 Pa (1.6 psf) 0.20 L/s/m2 (0.04 cfm/ft2)
1.5 L/s/m2 (0.3 cfm/ft2) max. 1
Water Penetration, per ASTM E 547 at 220 Pa (4.5 psf) Pass No leakage 2
Uniform Load Deflection,
per ASTM E 330 taken at the mullion +1440 Pa (+30.0 psf) ‐1680 Pa (‐35.0 psf)
23.6 mm (0.93") 28.4 mm (1.12") Report Only 3, 4, 5
Uniform Load Structural,
per ASTM E 330 taken at the mullion +2160 Pa (+45.0 psf) ‐2520 Pa (‐52.5 psf)
0.5 mm (0.02") 2.5 mm (0.10")
9.1 mm (0.36") max. 9.1 mm (0.36") max. 4, 5
Note 1: The tested specimen meets (or exceeds) the performance levels specified in AAMA/WDMA/CSA 101/I.S.2/A440 for air leakage resistance. Note 2: With and without insect screen. Note 3: The deflections reported are not limited by AAMA/WDMA/CSA 101/I.S.2/A440 for this product designation. The deflection data is recorded in this report for special code compliance and information only. Note 4: Loads were held for 10 seconds. Note 5: 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.: B8572.02‐201‐47 Report Date: 05/11/12
Test Record Retention End Date: 04/04/16 Page 8 of 8
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 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 specimen tested. This report may not be reproduced, except in full, without the written approval of Architectural Testing, Inc. For ARCHITECTURAL TESTING, Inc. _________________________________________ _________________________________________ Karl A. Lips‐Eakins Daniel A. Johnson Senior Technician Director, Regional Operations KLE/jb Attachments (pages): This report is complete only when all attachments listed are included. Appendix‐A: Alteration Addendum (1) Appendix‐B: WDMA Submittal forms (2) Appendix‐C: Drawings (32) Appendix‐D: Installation Guidelines (10) This report produced from controlled document template ATI 00517, issued 03/02/11.
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Test Report No.: B8572.02‐201‐47 Report Date: 05/11/12
Test Record Retention End Date: 04/04/16
Appendix A
Alteration Addendum
Note: No alterations were required.
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Test Report No.: B8572.02‐201‐47 Report Date: 05/11/12
Test Record Retention End Date: 04/04/16
Appendix B
WDMA Submittal Forms
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WDMA HALLMARK CERTIFICATION PROGRAM REPORT SUBMISSION FORM THIS FORM IS TO BE COMPLETED BY THE MANUFACTURER AND SUBMITTED TO AMS ALONG WITH SUBMISSION OF EACH NEW OR REVISED TEST REPORT FOR CERTIFICATION TO THE HALLMARK PROGRAM. ANY QUESTIONS PLEASE CONTACT AMS AT 315-646-2234 OR [email protected].
Manufacturer: Andersen Corporation Contact: Alan Barstad Plant Location(s) (list all plants where product is made):
Phone: 651-264-5308
3801 Regency Crest Drive Garland, TX 75041
Test Report Number: B8572.02-201-47 Email: [email protected]
Product Relationship:
Extension of Currently certified product? yes no If yes, what CCL
Extension of currently pending product? yes no If yes, what test report #?
Difference from Certified Product:
Does this report require a Gateway Report #? yes no Report #:
Impact Report:
If this is not a impact report check here: no
AWS Report # Impact Report #
Test Plan #? yes no
Installation Instructions submitted? yes no
Additional Information:
WDMA HALLMARK CERTIFICATION PROGRAM REPORT SUBMISSION FORM
Product Name: (As to be listed on CCL – must match test report)
100 Series LVL Mullion
Product Type: Mullion Additional Manufacturer ID #: 129-4 n/a Check here for Individual listing yes no Check here for full CCL listing yes no
Hallmark CCL Standard Rating
ANSI/AAMA/NWWDA 101/I.S. 2 97
101/I.S.2/NAFS-02
AAMA/WDMA/CSA/101/I.S.2/A440-05
AAMA/WDMA/CSA/101/I.S.2/A440-08
ASTM E 1996 99 / E1886-97
ASTM E 1996 01 / E1886-97
ASTM E 1996 02 / E1886-02
ASTM E 1996 03 / E1886-02
ASTM E 1996 04 / E1886-04
ASTM E 1996 05 / E1886-05
ASTM E330 02
TAS 201-94
TAS 202-94
TAS 203-94
AAMA 450-10 Class LC-PG+30/35 MA: Size Tested 95.5” Span/59.4ft2
Other:
Test Report No.: B8572.02‐201‐47 Report Date: 05/11/12
Test Record Retention End Date: 04/04/16
Appendix C
Drawings
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Test Report No.: B8572.02‐201‐47 Report Date: 05/11/12
Test Record Retention End Date: 04/04/16
Appendix D
Installation Guidelines
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