TEST REPORT. Rendered to: EARTHWISE GROUP, LLC Liberty Township, Ohio

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1 TEST REPORT Report No.: E Rendered to: EARTHWISE GROUP, LLC Liberty Township, Ohio PRODUCT TYPE: PVC Single Hung Window SERIES/MODEL: Single Hung SPECIFICATION(S): AAMA/WDMA/CSA 101/I.S.2/A440-11, NAFS North American Fenestration Standard/Specification for Windows, Doors, and Skylights 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/A440-05, Standard/Specification for Windows, Doors, and Unit Skylights. CSA A440S1-09, Canadian Supplement to AAMA/WDMA/CSA 101/I.S.2/A440, NAFS - North American Fenestration Standard/Specification for Windows, Doors, and Skylights. Test Date(s): 03/16/15 Through: 03/20/15 Report Date: 04/17/ Lincoln Avenue Springdale, PA p f

2 SUMMARY OF RESULTS Summary of Results Title Test Specimen #1 Test Specimen #2 Non-reinforced sash All reinforced sash members AAMA/WDMA/CSA 101/I.S.2/A and -11 Class LC-PG x 2134 (44 x 84)-H Class LC-PG x 2134 (44 x 84)-H AAMA/WDMA/CSA 101/I.S.2/A H-LC x 2134 (44 x 84) H-LC x 2134 (44 x 84) Design Pressure ±1200 Pa (±25.06 psf) ±1920 Pa (±40.10 psf) Air Infiltration 0.9 L/s/m 2 (0.19 cfm/ft 2 ) 0.8 L/s/m 2 (0.17 cfm/ft 2 ) Canadian Air Infiltration/Exfiltration Level A2 A2 Water Penetration Resistance Test Pressure 220 Pa (4.60 psf) 360 Pa (7.52 psf) Summary of Results Title Test Specimen #3 Test Specimen #4 Non-reinforced sash All reinforced sash members AAMA/WDMA/CSA 101/I.S.2/A and -11 Class LC-PG x 2134* (36 x 84*)-H Class LC-PG x 2134* (36 x 84*)-H AAMA/WDMA/CSA 101/I.S.2/A H-LC x 2134* (36 x 84*) H-LC x 2134* (36 x 84*) Design Pressure ±1440 Pa (±30.08 psf) ±2640 Pa (±55.14 psf) Test Completion Date: 03/20/15 Reference must be made to Report No. E , dated 04/17/15 for complete test specimen description and detailed test results. General Note: An asterisk (*) next to the size designation indicates that the size tested for optional performance was smaller than the Gateway test size for the product type and class.

3 Test Report No.: E Report Date: 04/17/15 Page 1 of Report Issued To: Earthwise Group, LLC 5796 Cedarview Court Liberty Township, Ohio Test Laboratory: Architectural Testing, Inc., a subsidiary of Intertek (Intertek- ATI) 1140 Lincoln Avenue Springdale, Pennsylvania Project Summary: 3.1 Product Type: PVC Single Hung Window 3.2 Series/Model: Single Hung 3.3 Compliance Statement: Results obtained are tested values and were secured by using the designated test method(s). The specimens tested successfully met the performance requirements for the following ratings: Test Specimen(s) Title Summary of Results 1 101/I.S.2/A and -11 Class LC-PG x 2134 (44 x 84)-H 1 101/I.S.2/A H-LC x 2134 (44 x 84) 2 101/I.S.2/A and -11 Class LC-PG x 2134 (44 x 84)-H 2 101/I.S.2/A H-LC x 2134 (44 x 84) 3 101/I.S.2/A and -11 Class LC-PG x 2134* (36 x 84*)-H 3 101/I.S.2/A H-LC x 2134* (36 x 84*) 4 101/I.S.2/A and -11 Class LC-PG x 2134* (36 x 84*)-H 4 101/I.S.2/A H-LC x 2134* (36 x 84*) This product was originally tested as the Deceuninck North America LLC Series/Model SH-023, PVC Single Hung Window and is a reissue of the original Report No. E This report is reissued in the name of Earthwise Group, LLC, through written authorization by Deceuninck North America LLC. General Note: An asterisk (*) next to the size designation indicates that the size tested for optional performance was smaller than the Gateway test size for the product type and class. 3.4 Test Dates: 03/16/15-03/20/ Test Record Retention End Date: All test records for this report will be retained until March 20, 2019.

4 Test Report No.: E Report Date: 04/17/15 Page 2 of Project Summary: (Continued) 3.6 Test Location: Deceuninck North America, LLC test facility in Monroe, Ohio. Calibration of test equipment was performed by Intertek-ATI in accordance with AAMA "In-Plant Testing Guidelines for Manufacturers and Independent Laboratories". 3.7 Test Specimen Source: The test specimen(s) were provided by the client. Representative samples of the test specimen(s) will be retained by Intertek-ATI for a minimum of four years from the test completion date. 3.8 Drawing Reference: The test specimen drawings have been reviewed by Intertek-ATI and are representative of the test specimen(s) reported herein. Test specimen construction was verified by Intertek-ATI per the drawings located in Appendix C. Any deviations are documented herein or on the drawings. 3.9 List of Official Observers: Name Company Dean Erbaugh Lennie Norris James Grippo Deceuninck North America, LLC Deceuninck North America, LLC Intertek-ATI 4.0 Test Specification(s): AAMA/WDMA/CSA 101/I.S.2/A440-11, NAFS North American Fenestration Standard/Specification for Windows, Doors, and Skylights 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/A440-05, Standard/Specification for Windows, Doors, and Unit Skylights. CSA A440S1-09, Canadian Supplement to AAMA/WDMA/CSA 101/I.S.2/A440, NAFS - North American Fenestration Standard/Specification for Windows, Doors, and Skylights.

5 Test Report No.: E Report Date: 04/17/15 Page 3 of Test Specimen Description: 5.1 Product Sizes: Test Specimens #1 and #2: Overall Area: Width Height 2.4 m² (25.6 ft 2 ) millimeters inches millimeters inches Overall size Sash size / /4 Screen size /4 Test Specimens #3 and #4: Overall Area: Width Height 1.9 m² (20.6 ft 2 ) millimeters inches millimeters inches Overall size / /2 Sash size / /8 5.2 Frame Construction: The following descriptions apply to all specimens. Frame Member Material Description Head, sill, and jambs PVC Extruded Fixed meeting rail PVC Extruded Joinery Type All corners Mitered Thermally welded Fixed meeting rail Coped and butted Detail Secured to the jamb using composite shear blocks, one at each end. Each block was secured with two #8 x 3/4" long screws and one #8 x 3" long screw. A foam gasket was utilized at each end

6 Test Report No.: E Report Date: 04/17/15 Page 4 of Test Specimen Description: (Continued) 5.3 Sash Construction: Sash Member Material Description All rails and PVC Extruded stiles Joinery Type All corners Mitered Thermally welded Detail 5.4 Weatherstripping: Description Quantity Location 0.187" backed with 0.290" high center fin pile 2 Rows Stiles 0.187" backed with 0.290" high center fin pile 1 Row Lock rail 0.300" diameter foam filed vinyl bulb with flexible fin and offset base 1 Row Bottom rail 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 3/4" IG Spacer Type Rectangular aluminum, single sealed Interior Lite 1/8" annealed Exterior Lite 1/8" annealed Glazing Method Set against a silicone sealant and secured with rigid vinyl glazing beads. The sash was set exterior glazed, and the fixed lite was interior glazed. Location Test specimens #1 and #2 sash Test specimens #1 and #2 frame Test specimens #3 and #4 sash Test specimens #3 and #4 frame Quantity Daylight Opening millimeters inches Glass Bite x /4 x 38-3/4 1/2" x x 38-5/8 1/2" x /4 x 38-5/8 1/2" x /2 x 38-1/8 1/2"

7 Test Report No.: E Report Date: 04/17/15 Page 5 of Test Specimen Description: (Continued) 5.6 Drainage: A sloped sill was utilized. Drainage Method Size Quantity Location Weepslot 1" wide by 1/8" deep 2 Sill screen track edge, one at each end Weep notch 1" wide by leg height 4 Sill screen track legs, two at each end Weephole Fixed meeting rail glazing pocket 3/16" 2 through bottom surface, one at each diameter end Weepslot 3/8" wide by Bottom rail glazing pocket through 2 3/16" deep bottom surface, one at each end. 5.7 Hardware: Description Quantity Location Composite lock with FER Lock rail, one 7" from each end with 2 feature mating keepers on the fixed meeting rail Constant force balance system with locking tilt shoe 2 One per jamb Plastic tilt latch 2 Lock rail, one at each end Metal pivot bar 2 Bottom rail, one at each end 5.8 Reinforcement: Drawing Number Location Material fixed meeting rail (All test specimens) Aluminum all sash members (Test specimens #2 and #4) Aluminum 5.9 Screen Construction: Frame Material Roll-formed aluminum Corner Construction Square-cut with plastic corner keys Mesh Type Fiberglass Mesh Attachment Method Flexible vinyl spline

8 Test Report No.: E Report Date: 04/17/15 Page 6 of Installation: Each specimen was installed into a Spruce-Pine-Fir wood buck. The rough opening allowed for a 3/16" shim space. The nail fin perimeter of the specimen was sealed to the wood buck with a silicone sealant. Location Anchor Description Anchor Location Nominally spaced at 13" on Integral nail fin #8 x 5/8" long pan head screw center and starting 2" from each corner

9 Test Report No.: E Report Date: 04/17/15 Page 7 of Test Results: The temperature during testing was 22.7 C (73 F). The results are tabulated as follows: Test Specimen #1: Title of Test Results Allowed Note Initiate motion: 90 N (20 lbf) 200 N (45 lbf) max. Operating Force, per ASTM E 2068 Maintain motion: 100 N (22 lbf) 100 N (22 lbf) max. Locks: 9 N (2 lbf) 100 N (22.5 lbf) max. 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 0.9 L/s/m 2 (0.19 cfm/ft 2 ) 1.1 L/s/m 2 (0.22 cfm/ft 2 ) 1.5 L/s/m 2 (0.3 cfm/ft 2 ) max L/s/m 2 (0.3 cfm/ft 2 ) max L/s/m 2 (0.3 cfm/ft 2 ) max. A2 Water Penetration, per ASTM E 547 N/A N/A 3 Uniform Load Deflection, per ASTM E 330 Deflections taken at the fixed meeting rail Pa ( psf) Pa ( psf) Uniform Load Structural, per ASTM E 330 Permanent sets taken at the fixed meeting rail Pa ( psf) Pa ( psf) 5.1 mm (0.20") 4.8 mm (0.19") 0.5 mm (0.02") 0.3 mm (0.01") Report Only 4, 6, mm (0.16") max. 4.1 mm (0.16") max. 5, 6 Forced Entry Resistance, per ASTM F 588, Type: A - Grade: 10 Pass No entry Thermoplastic Corner Weld Pass Meets as stated

10 Test Report No.: E Report Date: 04/17/15 Page 8 of Test Results: (Continued) Test Specimen #1: (Continued) Title of Test Results Allowed Note Deglazing, per ASTM E 987 Operating direction, 320 N (72 lbf) Pass Meets as stated Remaining direction, 230 N (52 lbf) Pass Meets as stated Insect Screen Serviceability per NAFS Canadian Supplement (CSA A440S1-09) 60 N (13.5 lbf) Pass Meets as stated Optional Performance Water Penetration, per ASTM E 547 at 220 Pa (4.60 psf) Pass No leakage 2 Test Specimen #2: Title of Test Results Allowed Note Initiate motion: 90 N (20 lbf) 200 N (45 lbf) max. Operating Force, per ASTM E 2068 Maintain motion: 100 N (22 lbf) 100 N (22 lbf) max. Locks: 9 N (2 lbf) 100 N (22.5 lbf) max. 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 0.8 L/s/m 2 (0.17 cfm/ft 2 ) 0.9 L/s/m 2 (0.18 cfm/ft 2 ) A2 1.5 L/s/m 2 (0.3 cfm/ft 2 ) max L/s/m 2 (0.3 cfm/ft 2 ) max L/s/m 2 (0.3 cfm/ft 2 ) max.

11 Test Report No.: E Report Date: 04/17/15 Page 9 of Test Results: (Continued) Test Specimen #2: (Continued) Title of Test Results Allowed Note Optional Performance Water Penetration, per ASTM E 547 at 360 Pa (7.52 psf) Pass No leakage 2 Uniform Load Deflection, per ASTM E 330 Deflections taken at the fixed meeting rail Pa ( psf) Pa ( psf) Uniform Load Structural, per ASTM E 330 Permanent sets taken at the fixed meeting rail Pa ( psf) Pa ( psf) 6.6 mm (0.26") 6.3 mm (0.25") 0.8 mm (0.03") 0.5 mm (0.02") Report Only 4, 6, mm (0.16") max. 4.1 mm (0.16") max. 5, 6 Test Specimen #3: Title of Test Results Allowed Note Optional Performance Uniform Load Deflection, per ASTM E 330 Deflections taken at the fixed meeting rail Pa ( psf) Pa ( psf) Uniform Load Structural, per ASTM E 330 Permanent sets taken at the fixed meeting rail Pa ( psf) Pa ( psf) 2.5 mm (0.10") 2.8 mm (0.11") 0.3 mm (0.01") 0.3 mm (0.01") Report Only 4, 6, mm (0.12") max. 3.0 mm (0.12") max. 5, 6

12 Test Report No.: E Report Date: 04/17/15 Page 10 of Test Results: (Continued) Test Specimen #4: Title of Test Results Allowed Note Optional Performance Uniform Load Deflection, per ASTM E 330 Deflections taken at the fixed meeting rail Pa ( psf) Pa ( psf) Uniform Load Structural, per ASTM E 330 Permanent sets taken at the fixed meeting rail Pa ( psf) Pa ( psf) 5.3 mm (0.21") 4.0 mm (0.16") 0.8 mm (0.03") 0.3 mm (0.01") Report Only 4, 6, mm (0.12") max. 3.0 mm (0.12") max. 5, 6 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 client opted to start at a pressure higher than the minimum required. Test results are reported under Optional Performance. Note 4: 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 5: Loads were held for 10 seconds. Note 6: 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. Note 7: Loads were held for 52 seconds.

13 Test Report No.: E Report Date: 04/17/15 Page 11 of 11 This report is reissued in the name of Earthwise Group, LLC, through written authorization of Deceuninck North America LLC to whom the original report was rendered. The original Deceuninck North America LLC Report No. is E Intertek-ATI will service this report for the entire test record retention period. Test records such as detailed drawings, datasheets, representative samples of test specimens, or other pertinent project documentation, will be retained by Intertek-ATI 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(s) tested. This report may not be reproduced, except in full, without the written approval of Intertek-ATI. For INTERTEK-ATI James P. Grippo Technician JPG:sld Lynn George Director- Regional Operations Attachments (pages): This report is complete only when all attachments listed are included. Appendix-A: Alteration Addendum (1) Appendix-B: Location of Air Seal (1) Appendix-C: Drawing(s) (15) This report produced from controlled document template ATI 00438, revised 06/27/14.

14 Test Report No.: E Report Date: 04/17/15 Note: No alterations were required. Appendix A Alteration Addendum

15 Test Report No.: E Report Date: 04/17/15 Appendix B Location of Air Seal: The air seal between the test specimen and the test wall is detailed below. The seal is made of foam weatherstripping and is attached to the edge of the test specimen buck. The test specimen buck is placed against the test wall and clamped in place, compressing the weatherstripping and creating a seal.

16 Test Report No.: E Report Date: 04/17/15 Appendix C Drawing(s)