ansi/aama/nwwda 101/i

Transcription

WDMA HALLMARK CERTIFICATION PROGRAM
REPORT SUBMISSION FORM
THIS FORM IS TO BE COMPLETED BY THE MANUFACTURER AND SUBMITTED TO AMS PRIOR TO OR ALONG WITH SUBMISSION OF EACH
NEW OR REVISED TEST REPORT FOR CERTIFICATION TO THE HALLMARK PROGRAM. ANY QUESTIONS PLEASE CONTACT AMS AT 315646-2234 OR staff@amscert.com.
Manufacturer: Eagle Window and Door, Inc.
Contact: Todd Bergstrom
Plant Location(s):
Phone: 563-556-2270
(list all plants where product is made)
2045 Kerper Blvd. Dubuque, IA 52004-1072
Test Report #: 67830.01-602-44
Email: tbergstrom@eaglewindow.com
Product Relationship:
Extension of currently certified product?
X yes
If yes, what CCL # ?
099-H-652.01
Difference from Certified Product:
Report re-written to A440.08 standard.
Is this a Gateway Test ?
yes
no
X n/a
Does this report require a Gateway Report # ?
yes
no
X n/a
no
n/a
Impact Report:
If this is not an impact report check here:
X
AWS Report #
Test Plan # ?
yes
no
X n/a
Installation Instructions submitted ?
yes
no
X n/a
Certification to Florida:
If this will not be submitted to Florida check here:

AMS to Input to Database
yes
no
n/a
Manufacturer to input
X yes
no
n/a
WD-08 01/11/07
Recertification New
(check one)
Report #:
X
WDMA HALLMARK CERTIFICATION PROGRAM
REPORT SUBMISSION FORM
Product Name:
(as to be listed on CCL)
4040 Axiom Clad Awning Vent
Product Type: Awning

Additional Manufacturer ID #:
Hallmark CCL
Standard

ANSI/AAMA/NWWDA 101/I.S. 2 97

101/I.S.2/NAFS-02

AAMA/WDMA/CSA/101/I.S.2/A440-05
X
AAMA/WDMA/CSA/101/I.S.2/A440-08

ASTM E 1996 99 / E1886-97

ASTM E 1996 01 / E1886-97

ASTM E 1996 02 / E1886-02

ASTM E 1996 03 / E1886-02

ASTM E 1996 04 / E1886-04

ASTM E 1996 05 / E1886-05

ASTM E330 02

ANSI A250.13-03

TAS 201-94

TAS 202-94

TAS 203-94

Other:
WD-08 01/11/07
Rating
n/a
Architectural Testing
AAMA/WDMA/CSA TEST REPORT
Rendered to:
EAGLE WINDOW & DOOR, INC.
SERIES/MODEL: 4040 Axiom Clad Awning Vent
PRODUCT TYPE: Aluminum Clad Awning Window
Title
AAMA/WDMA/CSA 101/I.S.2/A440-05
AAMA/WDMA/CSA 101/I.S.2/A440-08
ANSI/AAMA/NWWDA 101/I.S. 2-97
Design Pressure*
Operating Force (in motion)
Air Infiltration
Water Penetration Resistance Test Pressure*
Uniform Load Structural Test Pressure
Forced Entry Resistance
*-Optional Secondary Designators
Summary of Results
AP-C45 1219 x 1219 (48 x 48)
CW-PG45-AP 1219 x 1219 (48 x 48)
AP-C45 (48 x 48)
2160 Pa (45.11 psf)
9 N (2 lbf)
0.05 L/s/m2 (0.01 cfm/ft2)
481 Pa (10.05 psf)
±3240 Pa (67.67 psf)
Grade 10
Test Completion Date:
10/12/06
Reference must be made to Report No. 67830.01-602-44-R2, dated 11/21/08 for complete test
specimen description and data.
5906 Saxon Avenue
Schofield, WI 54476
phone: 715-241-8624
fax: 715-241-8425
www.archtest.com
AAMA/WDMA/CSA TEST REPORT
Rendered to:
EAGLE WINDOW & DOOR, INC.
2045 Kerper Boulevard
Dubuque, Iowa 52004-1072
Report No.: 67830.01-602-44
Revision 2:
11/21/08
Revision 1:
11/06/06
Test Date:
10/02/06
Through:
10/12/06
Report Date:
10/19/06
Expiration Date:
10/12/10
Project Summary: Architectural Testing, Inc. was contracted by Eagle Window & Door, Inc. to
perform testing on a Series/Model 4040 Axiom Clad Awning Vent, Aluminum Clad Awning
Window at Architectural Testing, Inc. test facility in Schofield, Wisconsin. The sample tested
successfully met the performance requirements for an AP-C45 1219 x 1219 (48 x 48), CW-PG45AP 1219 x 1219 (48 x 48) and AP-C45 (48 x 48) rating. Test specimen description and results are
reported herein.
Test Specification(s): 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.
AAMA/WDMA/CSA
101/I.S.2/A440-08,
NAFS
Standard/Specification for Windows, Doors, and Skylights.
North
American
Fenestration
ANSI/AAMA/NWWDA 101/I.S. 2-97, Voluntary Specifications for Aluminum, Vinyl (PVC) and
Wood Windows and Glass Doors.
Test Specimen Description:
Series/Model: 4040 Axiom Clad Awning Vent
Product Type: Aluminum Clad Awning Window
Overall Size: 1219 mm (48") wide by 1219 mm (48") high
Sash Size: 1181 mm (46-1/2") wide by 1181 mm (46-1/2") high
Overall Area: 1.49 m2 (16.00 ft2)
Finish: Interior wood was natural and the exterior aluminum cladding was white.
5906 Saxon Avenue
Schofield, WI 54476
phone: 715-241-8624
fax: 715-241-8425
www.archtest.com
67830.01-602-44
Page 2 of 6
Revision 1: 11/06/06
Test Specimen Description: (Continued)
Glazing Details: The window utilized a nominal 19.1 mm (3/4") thick insulating glass
fabricated from two sheets of nominal 3.18 mm (1/8") annealed glass separated by an
aluminum spacer system. The glass was set from the interior against butyl rubber mastic.
Wood glazing stops with single sided adhesive foam tape were utilized on the interior and
secured with 1-1/4" brads spaced 1" from each corner and 6" to 8" on center.
Weatherstripping:
Description
Quantity
Location
0.267" diameter hollow bulb
1 Row
Sash stiles and top rail
0.320" diameter foam filled bulb
1 Row
Interior frame perimeter
Vinyl spline
1 Row
Between frame jambs and stop
Frame Construction: The wood frame was of laminated veneer lumber (LVL) with corners
rabbet jointed, butted, sealed with silicone and secured with two (2) 7/16" crown by 1-1/2"
long staples per corner. Extruded aluminum cladding was slip-fit over the wood frame
members with the corners miter cut, sealed with silicone and secured with a nylon corner key
and two (2) #8 x 7/16" screws. The head stop was secured with 3/16" crown by 1-1/8" long
staples spaced approximately 10" on center. The side stops were secured with glue and a vinyl
spline. The sill operator cover was secured with four (4) #8 x 2-1/8" screws spaced 3" and 103/4" from each end.
Sash Construction: The sash members were of molded pine. The sash corners utilized
mortise and tenon construction and were secured with glue and one (1) #7 x 1-1/4" screw per
corner. Extruded aluminum cladding was slip-fit over the wood sash members with the corners
miter cut, silicone sealed and secured with a nylon corner key and one (1) #5 x 1-1/2" screw
per corner.
Hardware:
Description
Quantity
Location
Dual arm operator
1
Frame sill at midspan
Single point lock system
2
Locking jamb/stile, located 12-1/2"
from bottom rail of the sash
Lock keeper
2
Frame stile adjacent to locks
22" metal hinge with track
2
Frame stiles/rails at the top
Metal sash retainer
1
Frame head at midspan
67830.01-602-44
Page 3 of 6
Test Specimen Description: (Continued)
Installation: The window was installed within a nominal double wood test buck. A 2"x SPF
wood test buck surrounds the window with a 2"x12" SPF wood test buck incasing the smaller
buck. The window was attached to the wood surround with an applied nailing fin which was
set in silicone and secured with 2" nails spaced approximately 6" on center. Silicone sealant
was also applied over the fastener heads. The test buck had a rough opening of 48-1/2" x 481/2".
Test Results:
The results are tabulated as follows:
Paragraph
Title of Test - Test Method
Results
Allowed
5.3.1
5.3.1
Operating Force ASTM E 2068
Initiate motion
13 N (3 lbf)
Maintain motion
9 N (2 lbf)
Latch
13 N (3 lbf)
70 N (15 lbf)
45 N (10 lbf)
100 N (22.5 lbf)
5.3.2
5.3.2
2.1.2
Air Leakage Resistance per ASTM E 283
75 Pa (1.57 psf)
0.05 L/s/m2
(0.01 cfm/ft2)
See Note #1
1.5 L/s/m2
(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, AAMA/WDMA/CSA 101/I.S.2/A440-08 and
ANSI/AAMA/NWWDA 101/I.S. 2-97 for air leakage resistance.
5.3.2.2
5.3.2.2
Canadian Infiltration/Exfiltration
Level A3
75 Pa (1.6 psf) Infiltration
<0.05 L/s/m²
(<0.01 cfm/ft²)
75 Pa (1.6 psf) Exfiltration <0.05 L/s/m²
(<0.01 cfm/ft²)
5.3.3.2
5.3.3.2
2.1.3
Water Penetration Resistance per ASTM E 547 and E 331 See Note #2
5.3.4.2
5.3.4.2
2.1.4.1
Uniform Load Deflection per ASTM E 330
See Note #2
5.3.4.3
5.3.4.3
2.1.4.2
Uniform Load Structural per ASTM E 330
See Note #2
0.50 L/s/m² max.
(0.10 cfm/ft²) max.
0.50 L/s/m² max.
(0.10 cfm/ft²) max.
Note #2: The client opted to start at a pressure higher than the minimum required. Those
results are listed under “Optional Performance.”
67830.01-602-44
Page 4 of 6
Test Results: (Continued)
Paragraph
Title of Test - Test Method
Results
5.3.5
5.3.5
2.1.8
Forced Entry Resistance per ASTM F 588
Type: B
Grade: 10
Disassembly Test
No entry
Test B1 thru B3
No entry
Hardware Manipulation Test No entry
Sash Manipulation Test
No entry
No entry
No entry
No entry
No entry
5.3.6.6.7
5.3.6.6.6
Awning Projected Hardware Load Test
140 N (30 lbf)
51.6 mm (2.03")
53.6 mm (2.11")
2.2.4.5.2
Sash Torsion Test
140 N (30 lbf)
53.6 mm (2.11")
51.6 mm (2.03")
Allowed
Optional Performance
4.4.2.6
4.3.2
4.3
Water Penetration Resistance per ASTM E 547 and E 331
481 Pa (10.05 psf)
No leakage
No leakage
4.4.2.6
4.3.2
4.4.1
Uniform Load Deflection per ASTM E 330
(Deflections reported were taken on the sash top rail)
(Loads were held for 60 seconds)
See Note #3
2160 Pa (45.11 psf) (positive) 0.25 mm (0.01")
3.30 mm (0.13") max.
2160 Pa (45.11 psf) (negative) 0.76 mm (0.03")
3.30 mm (0.13") max.
2249 Pa (47.00 psf) (positive) 0.25 mm (0.01")
3.30 mm (0.13") max.
2249 Pa (47.00 psf) (negative) 0.76 mm (0.03")
3.30 mm (0.13") max.
Note #3: The Deflections reported are not limited by AAMA/WDMA/CSA 101/I.S.2/A440-05,
AAMA/WDMA/CSA 101/I.S.2/A440-08 and ANSI/AAMA/NWWDA 101/I.S. 2-97 for this
product designation. The deflection data is recorded in this report for special code compliance
and information only.
4.4.2.6
4.3.2
4.4.2
Uniform Load Structural per ASTM E 330
(Permanent sets reported were taken on the sash top rail)
(Loads were held for 10 seconds)
3240 Pa (67.67 psf) (positive) <0.25 mm (<0.01") 1.78 mm (0.07") max.
3240 Pa (67.67 psf) (negative) <0.25 mm (<0.01") 1.78 mm (0.07") max.
3373 Pa (70.50 psf) (positive) <0.25 mm (<0.01") 1.78 mm (0.07") max.
3373 Pa (70.50 psf) (negative) <0.25 mm (<0.01") 1.78 mm (0.07") max.
67830.01-602-44
Page 5 of 6
Drawing Reference: The test specimen drawings have been reviewed by Architectural Testing, Inc.
and match the test specimen reported herein.
Detailed drawings, representative samples of the test specimen and a copy of this report will be
retained by Architectural Testing, Inc. for a period of four years from the original test date. The
above results were secured by using the designated test methods and they indicate compliance with
the performance requirements of the above referenced specification. This report does not constitute
certification of this product, which may only be granted by the certification program administrator.
This report may not be reproduced, except in full, without the approval of Architectural Testing, Inc.
For ARCHITECTURAL TESTING, INC.
Audrey S. Matis
Senior Technician
ASM/hlc
Attachments (Pages):
Appendix A: Alteration Addendum (1)
Appendix B: Installation Drawing (1)
Appendix C: Drawings (45)
Wanda L. Matis
Senior Project Manager
67830.01-602-44
Page 6 of 6
Revision Log
Rev. #
Date
Page(s)
Revision(s)
0
10/19/06
N/A
Original report issue
1
11/06/06
Page 3 of 6
Under "Installation" sentence stating; "A
masonry clip was utilized at midspan of
both jambs and secured to the frame with
four (4) #8 x 5/8" screws and to the wood
surround with two (2) #8 x 1-1/2" screws."
was removed.
2
11/21/08
All
Test report results conducted prior to 2008
standard being published; report is as
compared to 2008 standard. Report and
drawings forwarded to AMS for Hallmark
Certification.
APPENDIX A
Alteration Addendum
Note: No alterations were required.
APPENDIX B
Installation Drawing
APPENDIX C
Drawings