architectural testing - showcasetest report no.: c1484.02-501-47 report date: 07/15/13 page 1 of 11...

TEST REPORT

Report No.: C1484.02-501-47

Rendered to:

EARTHWISE GROUP, LLC Liberty Township, Ohio

PRODUCT TYPE: PVC Horizontal Sliding Window, Type OX

SERIES/MODEL: 300.300 Horizontal Slider XO

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/A440-05, Standard/Specification

for Windows, Doors, and Unit Skylights.

Test Dates: 09/12/12 Through: 10/11/12

Report Date: 07/15/13

Architectural Testing

Summary of Results

Summary of Results

Title Test Specimen #1

3/32" Glass Both meeting stiles

reinforced

Test Specimen #2 1/8" Glass

Both meeting stiles reinforced

AAMA/WDMA/CSA 101/I.S.2/A440-08 Rating

Class R-PG15 1829 x 1524 (72 x 60)- HS

Class R-PG20 1829 x 1524 (72 x 60)- HS


HS-R15 1829 x 1524 (72 x 60)

HS-R20 1829 x 1524 (72 x 60)

Design Pressure ±720 Pa (±15.04 psf) ±960 Pa (±20.05 psf) Air Infiltration 0.8 L/s/m2 (0.15 cfm/ft2) N/A

Water Penetration Resistance Test Pressure 150 Pa (3.13 psf) N/A

Summary of Results


3/32" Glass Fixed meeting stile

reinforced

Test Specimen #4 3/32" Glass

Both meeting stiles reinforced


Class R-PG20 1829 x 1219 (72 x 48)- HS

Class R-PG20 1829 x 1219 (72 x 48)- HS


HS-R20 1829 x 1219 (72 x 48)

HS-R20 1829 x 1219 (72 x 48)

Design Pressure ±960 Pa (±20.05 psf) ±1680 Pa (±35.09 psf) Air Infiltration 1.1 L/s/m2 (0.21 cfm/ft2) N/A

Water Penetration Resistance Test Pressure 150 Pa (3.13 psf) N/A

Summary of Results


1/8" Glass Fixed meeting stile reinforced


Class R-PG20 1829 x 1219 (72 x 48) - HS


HS-R20 1829 x 1219 (72 x 48)

Design Pressure ±1440 Pa (±30.08 psf)

Test Completion Date: 10/11/2012

Reference must be made to Report No. C1484.02-501-47, dated 07/15/13 for complete test specimen description and detailed test results.

www.archtest.com

Test Report No.: C1484.02-501-47 Report Date: 07/15/13

Page 1 of 11

1.0 Report Issued To: Earthwise Group, LLC 5796 Cedarview Court Liberty Township, Ohio 45044 2.0 Test Laboratory: Architectural Testing, Inc. 1140 Lincoln Avenue Springdale, Pennsylvania 15144 724-275-7100 3.0 Project Summary:

3.1 Product Type: PVC Horizontal Sliding Window

3.2 Series/Model: 300.300 Horizontal Slider XO

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

No.



1 Class R-PG15 1829 x 1524 (72 x 60)- HS

HS-R15 1829 x 1524 (72 x 60)

2 Class R-PG20 1829 x 1524 (72 x 60)- HS

HS-R20 1829 x 1524 (72 x 60)

3 Class R-PG20 1829 x 1219 (72 x 48)- HS

HS-R20 1829 x 1219 (72 x 48)

4 Class R-PG20 1829 x 1219 (72 x 48)- HS

HS-R20 1829 x 1219 (72 x 48)

5 Class R-PG20 1829 x 1219 (72 x 48)- HS

HS-R20 1829 x 1219 (72 x 48)

This product was originally tested as the Deceuninck North America LLC Series/Model 300.300 SS-001, PVC Horizontal Sliding Window and is a reissue of the original Report No. C1484.01-501-47. This report is reissued in the name of Earthwise Group, LLC, through written authorization by Deceuninck North America LLC.

3.4 Test Dates: 9/12/2012 - 10/11/2012

3.5 Test Record Retention End Date: All test records for this report will be retained until November 7, 2016.

www.archtest.com


Page 2 of 11

3.0 Project Summary: (Continued)

3.6 Test Location: Deceuninck North America, LLC test facility in Monroe, Ohio. Calibration of test equipment was performed by Architectural Testing in accordance with AAMA 205-01 "In-Plant Testing Guidelines for Manufacturers and Independent Laboratories".

3.7 Test Sample Source: The test specimens were provided by the client. Representative samples of the test specimen(s) 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 specimen(s) reported herein. Test specimen construction was verified by Architectural Testing per the drawings located in Appendix B. Any deviations are documented herein or on the drawings.

3.9 List of Official Observers:

Name Company Dean Erbaugh Deceuninck North America, LLC James Grippo Architectural Testing, Inc.

4.0 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/A440-05, Standard/Specification for Windows, Doors, and Unit Skylights.

5.0 Test Specimen Description:

5.1 Product Sizes: Test Specimens #1 and #2:

Overall Area: 2.8 m² (30.0 ft2)

Width Height millimeters inches millimeters inches

Overall size 1829 72 1524 60 Operable sash

size 883 34-3/4 1454 57-1/4

Screen size 846 33-5/16 1435 56-1/2

www.archtest.com


Page 3 of 11

5.0 Test Specimen Description: (Continued)

5.1 Product Sizes: (Continued)

Test Specimens #3, #4 and #5: Overall Area:

2.2 m² (24.0 ft2) Width Height

millimeters inches millimeters inches Overall size 1829 72 1219 48

Operable sash size 883 34-3/4 1153 45-3/8

Screen size 846 33-5/16 1130 44-1/2

The following descriptions apply to all specimens. 5.2 Frame Construction:

Frame Member Material Description Head, sill, and

jambs PVC Extruded Fixed stile,

and roller track PVC Extruded

Joinery Type Detail All corners Mitered Thermally welded

Fixed stile Coped and butted

Secured to the head and sill using molded plastic shear blocks, one at each end. Each shear block was secured to the frame with two #8 x 7/8" long screws, and to the stile with one #8 x 3/4" long screw. Silicone sealant was applied to the intersections.

Roller track Straight cut Drop in at the interior sill track 5.3 Sash Construction:

Sash Member Material Description All rails and

stiles PVC Extruded

Joinery Type Detail All corners Mitered Thermally welded

www.archtest.com


Page 4 of 11

5.0 Test Specimen Description: (Continued)

5.4 Weatherstripping:

Description Quantity Location 0.187" backed with 0.290" high center fin pile 1 Row All frame members (interior perimeter),

lock stile, and jamb stile 0.187" backed with 0.290" high center fin pile 2 Rows Top and bottom rails 0.187" backed with 0.290" high by ½" long adhesive backed pile pads

2 Lock stile, one at each end

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. Test specimens #1, #3 and #4:

Glass Type Spacer Type Interior

Lite Exterior

Lite Glazing Method

3/4" IG Butyl, single sealed

3/32" clear

annealed

3/32" clear

annealed

Set against a double-sided adhesive tape and secured with rigid vinyl glazing beads. The sash was exterior glazed, and the fixed lite was interior glazed.

Test specimens #2 and #5:

Glass Type Spacer Type Interior

Lite Exterior

Lite Glazing Method

3/4" IG Butyl, single sealed

1/8" clear annealed

1/8" clear annealed

Set against a double-sided adhesive tape and secured with rigid vinyl glazing beads. The sash was exterior glazed, and the fixed lite was interior glazed.

Location Quantity Daylight Opening Glass Bite millimeters inches

Test specimens #1, #2 - sash 1 818 x 1389 32-3/16 x 54-11/16 1/2"

Test specimens #1, #2 - fixed lite 1 832 x 1407 32-3/4 x 55-3/8 1/2" Test specimens

#3, #4, #5 - sash 1 814 x 1084 32-1/16 x 42-11/16 1/2" Test specimens

#3, #4, #5 - fixed lite 1 832 x 1102 32-3/4 x 43-3/8 1/2"

www.archtest.com


Page 5 of 11

5.0 Test Specimen Description: (Continued) 5.6 Drainage:

Drainage Method Size Quantity Location

Weepslot with flap 1-1/4" wide by 1/2" high 2 Exterior sill face, one 3" from each end

Weepslot 1" wide by 1/16" deep 2 Sill glazing pocket , one at each end

Weepslot 1" wide by 3/16" high 2 Interior sill track, one at each end

Weepslot 3/8" wide by 3/16"

deep 4 Bottom rail glazing pocket through

bottom surface, two at each end

5.7 Hardware:

Description Quantity Location

Composite cam lock with keeper (FER feature) 2

Lock stile with mating keeper on the fixed stile; One 12" from each end (test specimen #1 and #2); One 8" from each end (test specimens #3, #4 and #5).

Single metal roller with plastic housing 2 Bottom rail, one at each end

5.8 Reinforcement:

Test specimens #1, #2 and #4:

Drawing Number Location Material 10300045 Fixed meeting stile Extruded aluminum 10300047 Lock stile Extruded aluminum

Test specimens #3 and #5:

Drawing Number Location Material 10300045 Fixed meeting stile Extruded aluminum

5.9 Screen Construction:

Frame Material Corner Construction Mesh Type Mesh Attachment Method Roll-formed aluminum

Square-cut with plastic corner keys Fiber Flexible vinyl spline

www.archtest.com


Page 6 of 11

6.0 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 window was sealed with a silicone sealant. Location Anchor Description Anchor Location

Integral nail fin #8 x 5/8" pan head fastener Nominally spaced 12" on center, and starting in each corner

www.archtest.com


Page 7 of 11

7.0 Test Results: The temperature during testing was 21.7°C (71°F). The results are tabulated as follows:

Test Specimen #1:

Title of Test Results Allowed Note

Operating Force, per ASTM E 2068

Initiate motion: 98 N (22lbf) Report Only.

Maintain motion: 45 N (10 lbf) 90 N (20 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) 0.8 L/s/m2

(0.15 cfm/ft2) 1.5 L/s/m2

(0.3 cfm/ft2) max. 1 Water Penetration,

per ASTM E 547 N/A N/A 3 Uniform Load Deflection,

per ASTM E 330 taken at the fixed meeting stile

+720 Pa (+15.04 psf) -720 Pa (-15.04 psf)

36.8 mm (1.45") 36.8 mm (1.45") Report Only. 4, 6, 7

Uniform Load Structural, per ASTM E 330

taken at the fixed meeting stile +1080 Pa (+22.56 psf) -1080 Pa (-22.56 psf)

3.0 mm (0.12") 4.1 mm (0.16")

5.5 mm (0.22") max. 5.5 mm (0.22") max. 5, 6

Forced Entry Resistance, per ASTM F 588,

Type: A - Grade: 10 Pass No entry Thermoplastic Corner Weld Pass Meets as stated

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

Optional Performance Water Penetration,

per ASTM E 547 at 150 Pa (3.13 psf) Pass No leakage 2

www.archtest.com


Page 8 of 11

7.0 Test Results: (Continued)

Test Specimen #2: Title of Test Results Allowed Note

Optional Performance Uniform Load Deflection,


+960 Pa (+20.05 psf) -960 Pa (-20.05 psf)

35.5 mm (1.40") 33.7 mm (1.33") Report Only 4, 6, 7



2.0 mm (0.08") 2.0 mm (0.08")

5.5 mm (0.22") max. 5.5 mm (0.22") max. 5, 6

Test Specimen #3:

Title of Test Results Allowed Note

Operating Force, per ASTM E 2068

Initiate motion: 80 N (18 lbf) Report Only.

Maintain motion: 45 N (10 lbf) 90 N (20 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) 1.1 L/s/m2

(0.21 cfm/ft2) 1.5 L/s/m2

(0.3 cfm/ft2) max. 1 Water Penetration,

per ASTM E 547 N/A N/A 3 Uniform Load Deflection,

per ASTM E 330 N/A N/A 3 Uniform Load Structural,

per ASTM E 330 N/A N/A 3 Forced Entry Resistance,

per ASTM F 588, Type: A - Grade: 10 Pass No entry

Thermoplastic Corner Weld Pass Meets as stated

www.archtest.com


Page 9 of 11


Test Specimen #3: (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 Optional Performance

Water Penetration, per ASTM E 547

at 150 Pa (3.13 psf) Pass No leakage 2 Uniform Load Deflection,


+960 Pa (+20.05 psf) -960 Pa (-20.05 psf)

31.7 mm (1.25") 32.0 mm (1.26") Report Only 4, 6, 7



3.8 mm (0.15") 2.3 mm (0.09")

4.3 mm (0.17") max. 4.3 mm (0.17") max. 5, 6

Test Specimen #4:

Title of Test Results Allowed Note Optional Performance

Uniform Load Deflection, per ASTM E 330


35.3 mm (1.39") 36.3 mm (1.43") Report Only 4, 6, 7



2.3 mm (0.09") 4.0 mm (0.16")

4.3 mm (0.17") max. 4.3 mm (0.17") max. 5, 6

www.archtest.com


Page 10 of 11


Test Specimen #5: Title of Test Results Allowed Note

Optional Performance Uniform Load Deflection,


+1440 Pa (+30.08 psf) -1440 Pa (-30.08 psf)

31.5 mm (1.24") 31.5 mm (1.24") Report Only 4, 6, 7



3.3 mm (0.13") 2.5 mm (0.10")

4.3 mm (0.17") max. 4.3 mm (0.17") 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

www.archtest.com


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 C1484.01-501-47. 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(s) tested. This report may not be reproduced, except in full, without the written approval of Architectural Testing, Inc. For ARCHITECTURAL TESTING, Inc. ___________________________________________ ________________________________________________ James P. Grippo Lynn George Technician Director- Regional Operations JPG:sld Attachments (pages): This report is complete only when all attachments listed are included. Appendix-A: Alteration Addendum (1) Appendix-B: Drawings (13) This report produced from controlled document template ATI 00438, issued 01/31/12.

www.archtest.com


Appendix A

Alteration Addendum

Note: No alterations were required.

www.archtest.com


Appendix B

Drawings

www.archtest.com

architectural testing - showcasetest report no.: c1484.02-501-47 report date: 07/15/13 page 1 of 11...

Documents