APPENDIX A. U.S. ARMY CORPS OF ENGINEERS LIST OF APPROVED STANDING SEAM METAL ROOF SYSTEMS
IN ACCORDANCE WITH CEGS 07416 (Oct. 1991)
Design Load
Design Load
System
Panel Span
Width
Gage No.
Based on
Based on
Manufacturer
Date of
Deformation1
Failure2
Name
Approval
(psf)
(psf)
31.50*
Lock-Seam
5' - 0"
16"
24
36.00
American Bldg. Co.
03/07/95
88.00*
2' - 6"
16"
24
84.00
Stand'N Seam
5' - 0"
16"
0.032"
61.54
48.48
FABRAL
06/05/95
(Aluminum)
2' - 6"
16"
0.032"
84.62
66.67
MRD110
4' - 0"
11"
0.040"
56.00
44.12
ATAS Alum. Corp.
06/08/95
(Aluminum)
2' - 6"
11"
0.040"
80.00
63.03
Span-Lok
5' - 0"
16"
24
34.12
26.88
AEP-SPAN,
11/30/95
SL-216
2' - 6"
16"
24
97.00
76.42
United Dominion
5' - 0"
16"
22
54.60
43.01
Co.
2' - 6"
16"
22
133.00
104.80
60.0 - 80.0 *
47.27 - 63.03 *
Mark 16 Roof
5' - 1"
16"
22
HCI Steel Products
11/30/95
60.0 - 112.0 *
47.27 - 88.24 *
2' - 6 "
16"
22
Co.
VicLoc 216
5' - 1"
16"
22
48.00
37.82
VicWest Steel
11/30/95
2' - 6 "
16"
22
64.00
50.42
36.0 - 50.0 *
2 8.36 - 39.40 *
Master Span
5' - 1"
16"
24
Metal Sales Manuf.
11/30/95
40.0 - 88.0 *
31.52 - 69.34 *
Roof
2' - 6 "
16"
24
Co.
SSR-16
5' - 0"
16"
0.040"Al0.
--
--
57.6
93.9
Morin Corp.
11/30/95
2' - 6"
16"
040"Al
--
--
27.3
51.5
5' - 0"
16"
24
--
--
63.6
96.9
2' - 6"
16"
24
5' - 0"
16"
22
2' - 6"
16"
22
*
REMARKS
See test results.
1
2
Notes:
Test load with safety factor of 1.3 applied.
Test load with safety factor of 1.65 applied.
15
Previous Page
