TEST REPORT. ASSOCIATED MATERIALS, INCORPORATED Cuyahoga Falls, Ohio. Rendered to: PRODUCT TYPE: Fixed Window SERIES/MODEL: A780 SPECIFICATIONS:

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1 Architectural Testing TEST REPORT Report No.: D Rendered to: ASSOCIATED MATERIALS, INCORPORATED Cuyahoga Falls, Ohio PRODUCT TYPE: Fixed Window SERIES/MODEL: A780 SPECIFICATIONS: AAMA/WDMA/CSA 101/I.S.2/A440-08, NAFS - North American Fenestration Standard/Specification for Windows, Doors, and Skylights and AAMA/WDMA/CSA 101/I.S.2/A440-11, NAFS Standard/Specification for Windows, Doors, and Unit Skylights and A440S1-09, Canadian Supplement to NAFS - North American Fenestration Standard/Specification for Windows, Doors, and Skylights Test Dates: 04/22/14 Through: 04/24/14

2 Summary of Results Title Test Specimen #1 Test Specimen #2 Primary Product Designator Class CW PG x 1522 Class CW PG x 1835 (120 x 60) Type FW (96 x 72) Type FW Design Pressure ±1680 Pa (35.09 psf) ±1680 Pa (35.09 psf) Air Infiltration <0.01 L/s/m 2 <0.01 L/s/m 2 (<0.01 cfm/ft 2 ) (<0.01 cfm/ft 2 ) Canadian Air Infiltration/Exfiltration Level Fixed Fixed Water Penetration Resistance Test Pressure 720 Pa (15.04 psf) 720 Pa (15.04 psf) Title Test Specimen #3 Test Specimen #4 Primary Product Designator Class CW PG x 1522 Class CW PG x 1523 (96 x 60) Type FW (60 x 60) Type FW Design Pressure ±1920 Pa (40.10 psf) ±2400 Pa (50.13 psf) Air Infiltration Canadian Air Infiltration/Exfiltration Level Water Penetration Resistance Test Pressure Title Test Specimen #5 Primary Product Designator Class CW PG x 2005 (79 x 79) Type FW Design Pressure ±1680 Pa (35.09 psf) Air Infiltration <0.01 L/s/m 2 (<0.01 cfm/ft 2 ) Canadian Air Infiltration/Exfiltration Level Fixed Water Penetration Resistance Test Pressure 720 Pa (15.04 psf) Test Completion Date: 04/24/2014 Reference must be made to Report No. D , dated 07/02/14, for complete test specimen description and detailed test results.

3 Page 1 of Report Issued To: Associated Materials, Incorporated 3773 State Road Cuyahoga Falls, OH Test Laboratory: Architectural Testing, Inc th Ave. South Kent, WA Project Summary: 3.1 Product Type: Fixed Window 3.2 Series/Model: A Compliance Statement: Results obtained are tested values and were secured by using the designated test methods. The specimens tested successfully met the performance requirements for the following ratings: Test Specimen #1: Class CW PG x 1522 (120 x 60) Type FW; Test Specimen #2: Class CW PG x 1835 (96 x 72) Type FW; Test Specimen #3: Class CW PG x 1522 (96 x 60) Type FW; Test Specimen #4: Class CW PG x 1523 (60 x 60) Type FW, and Test Specimen #5: Class CW PG x 2005 (79 x 79) Type FW. 3.4 Test Dates: 04/22/14-04/24/ Test Record Retention End Date: All test records for this report will be retained until 04/24/ Test Location: Architectural testing test facility in Kent, Washington. 3.7 Test Sample Source: The test specimens were 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 specimens reported herein. Test specimen construction was verified by Architectural Testing per the drawings located in the appropriate Appendix. Any deviations are documented herein or on the drawings. 3.9 List of Official Observers: Name Dennis Barbee Brian Rasmussen Chris Wilson Company Barbee Window Services Architectural Testing, Inc. Architectural Testing, Inc.

4 Page 2 of Test Specification(s): AAMA/WDMA/CSA 101/I.S.2/A440-08, NAFS - North American Fenestration Standard/Specification for Windows, Doors, and Skylights AAMA/WDMA/CSA 101/I.S.2/A440-11, NAFS Standard/Specification for Windows, Doors, and Unit Skylights. A440S1-09, Canadian Supplement to NAFS - North American Fenestration Standard/Specification for Windows, Doors, and Skylights 5.0 Test Specimen Description: 5.1 Product Sizes: Test Specimen #1: Overall Area: Width Height 4.64 m² (49.94 ft 2 ) millimeters inches millimeters inches Overall size Test Specimen #2: Overall Area: Width Height 4.48 m² (48.2 ft 2 ) millimeters inches millimeters inches Overall size / /4 Test Specimen #3: Overall Area: Width Height 3.72 m² (40.04 ft 2 ) millimeters inches millimeters inches Overall size / Test Specimen #4: Overall Area: Width Height 2.32 m² (24.97 ft 2 ) millimeters inches millimeters inches Overall size Test Specimen #5: Overall Area: Width Height 4.02 m² (43.27 ft 2 ) millimeters inches millimeters inches Overall size / /16

5 Page 3 of Test Specimen Description: (Continued) Unless otherwise noted, the following descriptions apply to all specimens. 5.2 Frame Construction: Frame Member Material Description All PVC White Joinery Type All corners Mitered Thermally welded Detail 5.3 Weatherstripping: No weatherstripping was utilized. 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. Test Specimens #1 and #3 Glass Type 25 mm (1") IG Spacer Type Steel Test Specimens #2 and 5 Glass Type 25 mm (1") IG Spacer Type Steel Interior Lite 6 mm (1/4") annealed Interior Lite 5 mm (3/16") annealed Exterior Lite 6 mm (1/4") annealed Exterior Lite 5 mm (3/16") annealed Glazing Method Glazed against 3/8" foam tape, silicone sealed corners and PVC glazing beads Glazing Method Glazed against 3/8" foam tape, silicone sealed corners and PVC glazing beads Test Specimen #4 Glass Type 25 mm (1") IG Spacer Type Steel Interior Lite 3 mm (1/8") annealed Exterior Lite 3 mm (1/8") annealed Glazing Method Glazed against 3/8" foam tape, silicone sealed corners and PVC glazing beads

6 Page 4 of Test Specimen Description: 5.4 Glazing: (Continued) Test Specimen #1 Location Qty. Daylight Opening millimeters inches Fixed lite x /4 x 56-7/16 Test Specimen #2 Location Qty. Daylight Opening millimeters inches Fixed lite x /8 x 68-5/16 Test Specimen #3 Location Qty. Daylight Opening millimeters inches Fixed lite x /8 x 56-1/2 Test Specimen #4 Location Qty. Daylight Opening millimeters inches Fixed lite x /2 x 56-1/2 Test Specimen #5 Location Qty. Daylight Opening millimeters inches Fixed lite x /16 x 75-7/16 Glass Bite 12.5 mm (1/2") Glass Bite 12.5 mm (1/2 ) Glass Bite 12.5 mm (1/2") Glass Bite 12.5 mm (1/2") Glass Bite 12.5 mm (1/2")

7 Page 5 of Test Specimen Description: (Continued) 5.5 Drainage: Method Size Qty. Location Weep Weep Weep with flapper (effective drainage) 19.3 mm x 4.8 mm (3/4" x 3/16") 19.5 mm x 6.8 mm (3/4" x 1/4") 16.0 mm x 4.9 mm (5/8" x 3/16") 5.6 Hardware: No hardware was utilized. 5.7 Reinforcement: No reinforcement was utilized. 6.0 Installation: Frame, sill, glazing pocket approx. 38 mm (1-1/2") from the inside corner, through one wall, (draining into hollows) Frame, sill, internal leg, approx. 38 mm (1-1/2") from corner, through one wall, ( draining between hollows) Frame, sill, exterior face, approx. 42 mm (1-5/8") from outside corner, through one wall, ( draining hollows) The specimen was installed into a Spruce-Pine-Fir wood buck. The rough opening allowed for shim space. The exterior perimeter of the window was sealed with sealant. Location Anchor Description Anchor Location Full perimeter #8 by 1" screws Through pre-punched nail slots located approximately 100 mm (4") apart 7.0 Test Results: The temperature during testing was 22 C (72 F). The results are tabulated as follows: Test Specimen #1: Title of Test Results Allowed Note Air Leakage, Infiltration per ASTM E 283 at 75 Pa (1.57 psf) Air Leakage, Exfiltration per ASTM E 283 at 75 Pa (1.57 psf) Canadian Air Infiltration/Exfiltration Level <0.01 L/s/m 2 (<0.01 cfm/ft 2 ) 1.5 L/s/m 2 (0.3 cfm/ft 2 ) 1 <0.01 L/s/m 2 (<0.01 cfm/ft 2 ) N/A L/s/m 2 Fixed (0.04 cfm/ft 2 )

8 Page 6 of Test Results: Test Specimen #1: (Continued) Title of Test Results Allowed Note Water Penetration N/A N/A 2 Uniform Load Deflection N/A N/A 2 Uniform Load Structural N/A N/A 2 Forced Entry Resistance, per ASTM F 588 Grade: 20 Pass No entry Forced Entry Resistance, per CAWM 301 Pass No entry Thermoplastic Corner Weld Pass Meets as stated Optional Performance Water Penetration, per ASTM E 547 at 720 Pa (15.04 psf) Pass No leakage Uniform Load Deflection, Pa (35.09 psf) Pa (35.09 psf) Uniform Load Structural, Pa (52.63 psf) Pa (52.63 psf) 0.58 mm (0.02") 0.58 mm (0.02") 3, mm (0.02") 0.40 mm (0.02") 3, 4 Test Specimen #2: Title of Test Results Allowed Note Air Leakage, Infiltration per ASTM E 283 at 75 Pa (1.57 psf) Air Leakage, Exfiltration per ASTM E 283 at 75 Pa (1.57 psf) <0.01 L/s/m 2 (<0.01 cfm/ft 2 ) 1.5 L/s/m 2 (0.3 cfm/ft 2 ) 1 <0.01 L/s/m 2 (<0.01 cfm/ft 2 ) 1 Canadian Air Infiltration/Exfiltration Level Fixed 0.2 L/s/m 2 (0.04 cfm/ft 2 ) Water Penetration N/A N/A 2 Uniform Load Deflection N/A N/A 2 Uniform Load Deflection N/A N/A 2

9 Page 7 of Test Results: Test Specimen #2: (Continued) Title of Test Results Allowed Note Forced Entry Resistance, per ASTM F 588 Grade: 20 Pass No entry Forced Entry Resistance, per CAWM 301 Pass No entry Thermoplastic Corner Weld Pass Meets as stated Optional Performance Water Penetration, per ASTM E 547 at 720 Pa (15.04 psf) Pass No leakage Uniform Load Deflection, Pa (35.09 psf) Pa (35.09 psf) Uniform Load Structural, Pa (52.63 psf) Pa (52.63 psf) 0.58 mm (0.02") 0.58 mm (0.02") 3, mm (0.01") 0.30 mm (0.01") 3, 4 Test Specimen #3: Title of Test Results Allowed Note Optional Performance Uniform Load Deflection, Pa (40.10 psf) Pa (40.10 psf) Uniform Load Structural, Pa (60.15 psf) Pa (60.15 psf) 0.3 mm (0.01") 0.5 mm (0.02") 0.58 mm (0.02") 0.58 mm (0.02") 3, mm (0.01") 0.30 mm (0.01") 3, 4

10 Page 8 of Test Results: (Continued) Test Specimen #4: Title of Test Results Allowed Note Optional Performance Uniform Load Deflection, Pa (50.13 psf) Pa (50.13 psf) Uniform Load Structural, Pa (75.19 psf) Pa (75.19 psf) 0.5 mm (0.02") 0.58 mm (0.02") 0.58 mm (0.02") 3, mm (0.01") 0.30 mm (0.01") 3, 4 Test Specimen #5: Title of Test Results Allowed Note Air Leakage, Infiltration per ASTM E 283 at 75 Pa (1.57 psf) Air Leakage, Exfiltration per ASTM E 283 at 75 Pa (1.57 psf) <0.01 L/s/m 2 (<0.01 cfm/ft 2 ) 1.5 L/s/m 2 (0.3 cfm/ft 2 ) 1 <0.01 L/s/m 2 (<0.01 cfm/ft 2 ) 1 Canadian Air Infiltration/Exfiltration Level Fixed 0.2 L/s/m 2 (0.04 cfm/ft 2 ) Water Penetration N/A N/A 2 Uniform Load Deflection N/A N/A 2 Uniform Load Deflection N/A N/A 2 Forced Entry Resistance, per ASTM F 588 Grade: 20 Pass No entry Forced Entry Resistance, per CAWM 301 Pass No entry Thermoplastic Corner Weld Pass Meets as stated

11 Page 9 of Test Results: Test Specimen #5: (Continued) Optional Performance Water Penetration, per ASTM E 547 at 720 Pa (15.04 psf) Pass No leakage Uniform Load Deflection, Pa (35.09 psf) Pa (35.09 psf) Uniform Load Structural, Pa (52.63 psf) Pa (52.63 psf) 0.3 mm (0.01") 0.3 mm (0.01") 0.58 mm (0.02") 0.58 mm (0.02") 3, mm (0.01") 0.30 mm (0.01") 3, 4 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: The client opted to start at a pressure higher than the minimum required. Test results are reported under Optional Performance. Note 3: Loads were held for 10 seconds. Note 4: Tape and film were not used to seal against air leakage during structural testing. 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.

12 Page 10 of 10 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. For ARCHITECTURAL TESTING, INC. Brian L. Rasmussen Technician Jeffrey L. Dideon Director Regional Operations JLD:pac Attachments (pages): This report is complete only when all attachments listed are included. Appendix-A: Alteration Addendum (1) Appendix-B: Drawings (4) This report produced from controlled document template ATI 00438, issued 01/31/12.

13 Note: No alterations were required. Appendix A Alteration Addendum

14 Appendix B Drawings

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