aama 101 a440-08 report

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TEST REPORT Report No.: H0999.01-303-47 Rendered to: CR LAURENCE CO., INC. Vernon, California PRODUCT TYPE: Fixed Window SERIES/MODEL: 8100 SPECIFICATION(S): AAMA/WDMA/CSA 101/I.S.2/A440-11, NAFS 2011 - North American Fenestration Standard/Specification for Windows, Doors, and Skylights Title Summary of Results AAMA/WDMA/CSA 101/I.S.2/A440-11 Class CW – PG65: Size Tested 1524 x 2286 mm (60 x 90 in) – Type FW Design Pressure ±3120 Pa (±65.16 psf) Air Infiltration @ 1.57 psf 0.1 L/s/m 2 (0.01 cfm/ft 2 ) Air Infiltration @ 6.27 psf 0.1 L/s/m 2 (0.01 cfm/ft 2 ) Water Penetration Resistance Test Pressure 580 Pa (12.11 psf) Test Completion Date: 05/12/17 Reference must be made to Report No. H0999.01-303-47, dated 06/15/17 for complete test specimen description and detailed test results. 25800 Commercenter Drive Lake Forest, CA 92630 www.intertek.com/building p. 949.448.4100 f. 717.764.4129

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TEST REPORT

Report No.: H0999.01-303-47

Rendered to:

CR LAURENCE CO., INC. Vernon, California

PRODUCT TYPE: Fixed Window

SERIES/MODEL: 8100

SPECIFICATION(S): AAMA/WDMA/CSA 101/I.S.2/A440-11, NAFS 2011 - North American Fenestration Standard/Specification for Windows, Doors, and Skylights

Title Summary of Results

AAMA/WDMA/CSA 101/I.S.2/A440-11 Class CW – PG65: Size Tested 1524 x

2286 mm (60 x 90 in) – Type FW

Design Pressure ±3120 Pa (±65.16 psf)

Air Infiltration @ 1.57 psf 0.1 L/s/m2 (0.01 cfm/ft2)

Air Infiltration @ 6.27 psf 0.1 L/s/m2 (0.01 cfm/ft2)

Water Penetration Resistance Test Pressure 580 Pa (12.11 psf)

Test Completion Date: 05/12/17

Reference must be made to Report No. H0999.01-303-47, dated 06/15/17 for complete test specimen description and detailed test results.

25800 Commercenter DriveLake Forest, CA 92630

www.intertek.com/building p. 949.448.4100f. 717.764.4129

Test Report No.: H0999.01-303-47 Report Date: 06/15/17

Page 1 of 7

1.0 Report Issued To: CR Laurence Co., Inc. 2503 East Vernon Avenue Vernon, California 90058 2.0 Test Laboratory: Architectural Testing, Inc., an Intertek company ("Intertek-ATI") 25800 Commercentre Drive Lake Forest, California 92630 949-460-9600

3.0 Project Summary:

3.1 Product Type: Fixed Window

3.2 Series/Model: 8100

3.3 Compliance Statement: Results obtained are tested values and were secured by using requirements for a Class CW – PG65: Size Tested 1524 x 2286 mm (60 x 90 in) – Type FW rating.

3.4 Test Date: 05/12/17

3.5 Test Record Retention End Date: All test records for this report will be retained until May 12, 2021.

3.6 Test Location: CR Laurence Co., Inc.'s test facility in Vernon, California. Calibration of test equipment was performed by Intertek-ATI in accordance with AAMA 205-01 "In-Plant Testing Guidelines for Manufacturers and Independent Laboratories".

3.7 Test Specimen Source: The test specimen was provided by the client. Representative samples of the test specimen 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 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 Garrett Osterode CR Laurence Co., Inc Jarod S. Hardman Intertek-ATI

Test Report No.: H0999.01-303-47 Report Date: 06/15/17

Page 2 of 7

4.0 Test Specification: AAMA/WDMA/CSA 101/I.S.2/A440-11, NAFS 2011 - North American Fenestration Standard/Specification for Windows, Doors, and Skylights

5.0 Test Specimen Description:

5.1 Product Sizes:

Overall Area: 3.48 m² (37.5 ft2)

Width Height

millimeters inches millimeters inches

Overall size 1524 60 2286 90

5.2 Frame Construction:

Frame Member Material Description

Head and jambs Aluminum Head/jamb extrusion, Part No. PW954, see attached Drawings Pages 2-3.

Head, sill and jambs

Aluminum Filler insert, Part No. PW803, snap fit into head/jamb extrusion, see attached Drawings Pages 2-3.

Head, sill and jambs

Aluminum Isolator strut, Part No. WH809, snap fit into head/jamb extrusion and filler insert, see attached Drawings Pages 2-3.

Sill Aluminum Sill extrusion, Part No. PW953, see attached Drawings Page 2.

Sill Aluminum Sill insert, Part No. PW804, snap fit into sill glazing pocket, see attached Drawings Page 2.

Joinery Type Detail

All corners Flush Secured through jambs with two #10 x 1" Hex head washer screws

5.3 Reinforcement: No reinforcement was utilized. 5.4 Weatherstripping: No weatherstripping was utilized.

Test Report No.: H0999.01-303-47 Report Date: 06/15/17

Page 3 of 7

5.0 Test Specimen Description: (Continued) 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

Spacer Type Interior

Lite Exterior

Lite Glazing Method

1" IG Aluminum

Spacer – Dual Seal (A1-D)

1/4" clear tempered

1/4" clear tempered

Exterior dry set with glazing EPDM gasket and glazing bead Part Nos. NP825 and SH865 at the exterior

and glazing sponge gasket Part No. NP881 at the interior.

Location Quantity Daylight Opening

Glass Bite millimeters inches

Fixed lite 1 1422 x 2159 56 x 85 1/2"

5.6 Drainage:

Drainage Method Size Quantity Location

Weephole w/ cover (Part No. CC676)

1-1/2" x 1/4" 2 Through exterior face of sill approximately 4" from each jamb.

5.7 Hardware: No hardware was utilized.

5.8 Screen Construction: No screen was utilized.

6.0 Installation: The specimen was installed into a Spruce-Pine-Fir wood buck. The rough opening allowed for a 1/4" shim space. The exterior and interior perimeter of the window was sealed with silicone sealant.

Location Anchor Description Anchor Location

Through frame into buck

#10 x 3-1/2" flat head Phillips wood screws

6" from corners and 12" on center spacing

Test Report No.: H0999.01-303-47 Report Date: 06/15/17

Page 4 of 7

7.0 Test Results: The temperature during testing was 22°C (72°F). The results are tabulated as follows:

Title of Test Results Allowed Note

Air Leakage, Infiltration per ASTM E 283

at 75 Pa (1.57 psf) 0.1 L/s/m2

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

(0.3 cfm/ft2) max. 1, 2

Air Leakage, Infiltration per ASTM E 283

at 300 Pa (6.27 psf) 0.1 L/s/m2

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

(0.3 cfm/ft2) max. 1, 2

Water Penetration, per ASTM E 547 and ASTM E 331

at 140 Pa (2.92 psf)

N/A N/A 3

Uniform Load Deflection, per ASTM E 330

Deflections taken at jamb +1440 Pa (+30.08 psf) -1440 Pa (-30.08 psf)

N/A N/A 3

Uniform Load Structural, per ASTM E 330

Permanent sets taken at jamb +2160 Pa (+45.11 psf) -2160 Pa (-45.11 psf)

N/A N/A 3

Forced Entry Resistance, per ASTM F 588,

Type: D - Grade: 40 Pass No entry

Optional Performance

Water Penetration, per ASTM E 547 and ASTM E 331

at 580 Pa (12.11 psf) Pass No leakage

Uniform Load Deflection, per ASTM E 330

Deflections taken at jamb +3120 Pa (+65.16 psf) -3120 Pa (-65.16 psf)

0.0 mm (0.00") 0.3 mm (0.01")

1.8 mm (0.07") max. 1.8 mm (0.07") max. 4, 5

Uniform Load Structural, per ASTM E 330

Permanent sets taken at jamb +4680 Pa (+97.74 psf) -4680 Pa (-97.74 psf)

0.0 mm (0.00") 0.0 mm (0.00")

1.0 mm (0.04") max. 1.0 mm (0.04") max. 4, 5

Test Report No.: H0999.01-303-47 Report Date: 06/15/17

Page 5 of 7

7.0 Test Results: (Continued)

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: Test Date 05/12/17 / Time: 10:00 AM Note 3: The client opted to start at a pressure higher than the minimum required. Test results are reported under Optional Performance. 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.

Test Report No.: H0999.01-303-47 Report Date: 06/15/17

Page 6 of 7

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 ARCHITECTURAL TESTING, Inc. __________________________________ Jarod S. Hardman Laboratory Manager JSH:ss 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: Drawings (3)

This report produced from controlled document template ATI 00438, revised 01/18/17.

Test Report No.: H0999.01-303-47 Report Date: 06/15/17

Appendix A

Alteration Addendum

Note: No alterations were required.

Test Report No.: H0999.01-303-47 Report Date: 06/15/17

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.

Test Specimen Buck

Air seal between test buck and test

wall (typically foam weatherstripping)

Test Specimen

Air seal between test specimen

and test buck (typically silicone)

Test Wall

Test Report No.: H0999.01-303-47 Report Date: 06/15/17

Appendix C

Drawings

1

2

2

2

3

3

4

358" W x 87" H

GL

AZ

IN

GH

AR

DW

AR

E

PART DESCRIPTIONITEM PT. NO.

TEST REQUIREMENTS

AIR INFILTRATION:

<0.30 CFM/SQ.FT. @1.57 CFM

STATIC WATER:

12 PSF

DEFLECTION:

DP65

STRUCTURAL OVERLOAD:

97.5 PSF

TESTING SEQUENCE:

Air

Water

Deflection

Overload

Forded Entry

FR

AM

E &

S

AS

H C

OM

PO

NE

NT

S

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3/8 MIN
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3/8 MIN
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3/8 MIN
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3/8 MIN
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3/8 MIN
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3/8 MIN
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3/8 MIN
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3/8 MIN
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SERIES 8100 FIXED WINDOW ELEVATION - BLOCK INSTALL
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.025 X .050 X .025 INSULATED GLASS (TEMPERED) ALUMINUM SPACER DUAL GLAZED
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H2
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G1
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S1
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S2
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G3
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G5
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G6
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PW954
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HEAD/JAMB EXTRUSION
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C1
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G2
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G4
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H1
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PW953
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SILL EXTRUSION
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C2
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CC676
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WEEP HOLE COVER
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C3
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PW803
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FILLER INSERT
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C4
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PW804
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SILL INSERT
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C5
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WH809
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ISOLATOR STRUT
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C6
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NP881
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SPONGE GASKET-EDPM
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NP825
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WEDGE GASKET-EDPM
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WB507
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WEDGE BLOCK
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SH883
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SETTING BLOCK
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SH865
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GLAZING BEAD
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10X1HWSMS
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#10 X 1" HEX WASHER HEAD SCREWS
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10X312FHPWS
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#10 X 3-1/2" FLAT HEAD PHILLIPS WOOD SCREWS
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EF12C
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CRL 3/8" CLOSED CELL BACKER ROD
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795BL
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DOW CORNING-795 SILICONE BUILDING SEALANT
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REVISIONS
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4.10.2017
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C.R.LAURENCE CO.
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www.crlaurence.com
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2100 E. 38TH Street, Los Angeles, CA 90058
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ARCHITECTURAL PRODUCTS
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Glazing Contractor:
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8100 FIXED WINDOW
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60" X 90"-BLOCK FRAME
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1'-0"=1'-0"
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SECTION DETAIL AT SILL
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1'-0"=1'-0"
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EXTERIOR
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C1
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C4
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G2
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2100 E. 38TH Street, Los Angeles, CA 90058
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ARCHITECTURAL PRODUCTS
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Glazing Contractor:
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8100 FIXED WINDOW
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60" X 90"-BLOCK FRAME
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1'-0"=1'-0"
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SECTION DETAIL AT JAMB
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1'-0"=1'-0"
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EXTERIOR
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C1
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G1
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G6
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G3
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2100 E. 38TH Street, Los Angeles, CA 90058
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ARCHITECTURAL PRODUCTS
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Glazing Contractor:
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Job Name:
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8100 FIXED WINDOW
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60" X 90"-BLOCK FRAME