AAMA/WDMA/CSA 101/I.S.2/A440-05 TEST REPORT

Rendered to:

INTERNATIONAL WINDOW CORPORATION

SERIES/MODEL: 5820/5821/5860/5880

PRODUCT TYPE: Poly Vinyl Chloride (PVC) XO Sliding Glass Door

Title Summary of Results Primary Product Designator SD-LC25 2437 x 2440 (96 x 96)

Design Pressure ±1200 Pa (±25.1 psf) Operating Force (in motion) 53 N (12 lbf)

Air Infiltration 0.6 L/s/m2 (0.11 cfm/ft2) Water Penetration Resistance Test Pressure 180 Pa (3.8 psf)

Uniform Load Structural Test Pressure ±1800 Pa (±37.6 psf)

Forced Entry Resistance ASTM F 842 – Grade 10 CAWM 301

Test Completion Date: 11/20/07 Reference must be made to Report No. 78609.01-301-44, dated 12/05/07 for complete test specimen description and data.

Architectural Testing

2524 E. Jensen Ave Fresno, CA 93706 phone: 559-233-8705 fax: 559-233-8360 www.archtest.com

AAMA/WDMA/CSA 101/I.S.2/A440-05 TEST REPORT

Rendered to:

INTERNATIONAL WINDOW CORPORATION 5625 East Firestone Boulevard South Gate, California 90280

Report No.: 78609.01-301-44

Test Dates: 11/19/07 And: 11/20/07

Report Date: 12/05/07 Expiration Date: 11/20/11 Project Summary: Architectural Testing, Inc. was contracted by International Window Corporation to perform testing on a Series/Model 5820/5821/5860/5880, Poly Vinyl Chloride (PVC) XO sliding glass door. The sample tested successfully met the performance requirements for an SD-LC25 2437 x 2440 (96 x 96) rating. Test specimen description and results are reported herein. The sample was provided by the client. Test Specification: The test specimen was evaluated in accordance with the following:

AAMA/WDMA/CSA 101/I.S.2/A440-05, Standard/Specification for Windows, Doors, and Unit Skylights. CAWM 300, Forced Entry Resistance Tests for Sliding Glass Doors.

Test Specimen Description:

Series/Model: 5820/5821/5860/5880 Product Type: Poly Vinyl Chloride (PVC) XO Sliding Glass Door Overall Size: 2437 mm (95-15/16") wide by 2440 mm (96-1/16") high Fixed Lite Daylight Opening Size: 1130 mm (44-1/2") wide by 2265 mm (89-3/16") high Active Panel Size: 1245 mm (49") wide by 2387 mm (94") high Screen Size: 1230 mm (48-7/16") wide by 2393 mm (94-3/16") high

Architectural Testing

2524 E. Jensen Ave Fresno, CA 93706 phone: 559-233-8705 fax: 559-233-8360 www.archtest.com

78609.01-301-44 Page 2 of 7

Test Specimen Description: (Continued) Overall Area: 6.0 m2 (64.0 ft2) Finish: All PVC was white. Frame Construction: All members were constructed of extruded PVC. The corners were mitered and fully welded. The exterior meeting stile was attached to the head and sill with two (2) #10 x 3" Phillips flat head sheet metal screws. The screw heads were sealed with silicone. Snap-in adapters were employed at the head and sill of the fixed lite. An aluminum snap-in roller track insert was employed at the interior sill track and held-back 3/16" from each jamb. A snap-in roller track insert was employed at the screen sill track and held-back 1/2" from each jamb. Panel Construction: All members were constructed of extruded PVC. The corners were mitered and fully welded. Weatherstripping:

Description Quantity Location 0.290" high by 0.187" backed 1 Row All members of the active panel and polypile with center fin the exterior meeting stile.

Glazing Details: The door utilized 3/4" thick overall sealed insulating glass. The insulating glass was comprised of two (2) 3/16" thick clear tempered sheets with a 'U' shaped coated steel spacer system (CU). The glass was exterior glazed onto 1/2" wide glazing tape and secured with a PVC snap-in glazing bead. Drainage:

Description Quantity Location 3/4" x 3/16" weephole 2 1-7/8" from each end of the sill face

through three (3) walls. 1/2" x 1/8" weephole 2 Each 5/8" from each end of the screen sill

track. 4-11/16" from each end of the sill adapter through two (2) layers. 4" from each end of the active panel bottom rail through two (2) layers.

1/2" x 3/16" weephole 2 3/8" from each end of the interior sill

track.

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Test Specimen Description: (Continued) Hardware:

Description Quantity Location Handle and latch assembly 1 35" from the bottom of the active (assembly #SP5910) panel lock stile attached with two (2) #6-32 x 3/8" Phillips flat head machine screws and two (2) #8-32 x 2-1/4" Phillips oval head machine screws. Roller assembly 2 Each end of the active panel (part #SP3557) bottom rail attached with one (1) 1/4-20 x 3/4" Phillips round head machine screw. Metal keeper 1 39" from the bottom of the active (assembly #SP5910) panel jamb attached with four (4) #8 x 2" Phillips pan head sheet metal screws through the jamb and into the test buck.

Reinforcement: Galvanized steel reinforcement (part #5820-35) was employed at the exterior meeting stile. Galvanized steel reinforcement (part #5820-34) was employed at the active panel meeting stile. Aluminum reinforcement (part #50192) was employed at the active panel jamb stile. Screen Construction: All members were constructed of roll formed aluminum. The corners were mitered and attached with metal corner keys. The mesh cloth was held-in-place with a vinyl spline. Four (4) roller assemblies were employed, two (2) each at the top and bottom rails. A handle and latch assembly was employed at the jamb stile and a row of polypile weatherstripping was employed at the meeting stile. Installation: The door was installed into a 2 x 8 test buck constructed of Douglas Fir No. 2 lumber. A 1/8" gap was present between the test buck and the window all sides. The nailing fin was set against the test buck and secured using #6 x 1-5/8" drywall screws located 4" from each end and 10" on center. The nailing fin was sealed to the test buck with silicone.

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Test Results: The temperature during testing was 19°C (67°F). The results are tabulated as follows:

Paragraph Title of Test - Test Method Results Allowed 5.3.1 Operating Force per ASTM E 2068 Open Initiate motion 67 N (15 lbf) 135 N (30 lbf) Maintain motion 53 N (12 lbf) 90 N (20 lbf) Latches 13 N (3 lbf) 100 N (22 lbf) Close Initiate motion 53 N (12 lbf) 135 N (30 lbf) Maintain motion 44 N (10 lbf) 90 N (20 lbf) Latches 18 N (4 lbf) 100 N (22 lbf) 5.3.2.1 Air Leakage Resistance per ASTM E 283 75 Pa (1.6 psf) 0.6 L/s/m2 1.5 L/s/m2

(0.11 cfm/ft2) (0.3 cfm/ft2) max. Note #1: The tested specimen meets (or exceeds) the performance levels specified in AAMA/WDMA/CSA 101/I.S.2/A440-05 for air leakage resistance. 5.3.3.2 Water Penetration Resistance per ASTM E 547 (With and without insect screen) 180 Pa (3.8 psf) No leakage No leakage 5.3.4.2 Uniform Load Deflection per ASTM E 330 (Deflections were taken on the exterior meeting stile) (Loads were held for 10 seconds) 1200 Pa (25.1 psf) (positive) 49.5 mm (1.92") See Note #2 1200 Pa (25.1 psf) (negative) 47.5 mm (1.87") See Note #2 5.3.4.3 Uniform Load Structural per ASTM E 330 (Permanent sets were taken on the exterior meeting stile) (Loads were held for 10 seconds) 1800 Pa (37.6 psf) (positive) 8.9 mm (0.35") 9.4 mm (0.37") max. 1800 Pa (37.6 psf) (negative) 7.4 mm (0.29") 9.4 mm (0.37") max. Note #2: The deflections reported are not limited by AAMA/WDMA/CSA 101/I.S.2/A440-05 for this product designation. The deflection data is recorded in this report for special code compliance and information only.

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Test Results: (Continued) Paragraph Title of Test - Test Method Results Allowed 5.3.5 Forced Entry Resistance per ASTM F 842 Type: A Grade: 10 Disassembly Test No entry No entry Test A1 No entry No entry Test A2 No entry No entry Test A3 No entry No entry Test A4 No entry No entry Test A5 No entry No entry Test A6 No entry No entry Panel Manipulation Test No entry No entry Lock Hardware Manipulation Test No entry No entry Forced Entry Resistance per CAWM 300 Type: I Disassembly Test No entry No entry Test A No entry No entry Test B No entry No entry Test C No entry No entry Test G No entry No entry Test D No entry No entry Test E No entry No entry Test F No entry No entry Test G No entry No entry Lock Hardware Manipulation Test No entry No entry 5.3.6.2 Thermoplastic Corner Weld Test Meets as stated Meets as stated 5.3.6.3 Deglazing Test In operating direction - 320 N (72 lbf) Meeting stile 3.8 mm (0.15") 11.5 mm (0.45") Lock stile 4.1 mm (0.16") 11.5 mm (0.45") In remaining direction - 230 N (52 lbf) Top rail 3.3 mm (0.13") 11.5 mm (0.45") Bottom rail 2.5 mm (0.10") 11.5 mm (0.45")

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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Drawing Reference: The test specimen drawings have been reviewed by Architectural Testing, Inc. and are representative of the test specimen reported herein. List of Official Observers:

Name Company Ricardo Cortes Architectural Testing, Inc. Jeffrey Osugi Architectural Testing, Inc.

Detailed drawings, data sheets, representative samples of test specimens, a copy of this report, or other pertinent project documentation will be retained by Architectural Testing, Inc. for a period of four years from the original test date. At the end of this retention period, such materials shall be discarded without notice and the service life of this report will expire. Results obtained are tested values and were secured by using the designated test methods. No conclusions of any kind regarding the adequacy or inadequacy of the glass in the 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(s) tested. This report may not be reproduced, except in full, without the written approval of Architectural Testing, Inc. For ARCHITECTURAL TESTING, INC. _________________________________________________ ___________________________________________________

Ricardo Cortes Kenny C. White Technician Laboratory Manager KCW:kb Attachments (pages): This report is complete only when all attachments listed are included. Appendix-A: Alteration Addendum (1) Appendix-B: Drawings (16)

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Revision Log Rev. # Date Page(s) Revision(s)

0 12/05/07 N/A Original report issue.

This report produced from controlled document template ATI 00159, revised 06/18/07.

Architectural Testing

78609.01-301-44

Appendix A

Alteration Addendum

Note: No alterations were required.

Architectural Testing

78609.01-301-44

Appendix B

Drawings

Architectural Testing