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
Date of
System
Panel Span
Width
Gage No.
Based on
Based on
Manufacturer
Approval
Deformation1
Failure2
Name
(psf)
(psf)
43.50 - 45.26*
34.27 - 46.06*
Kirbylok
5' - 0"
24"
24-22
Kirby Bldg Sys
11/30/95
2000-MS**
64.30 - 81.26*
50.66 - 64.03*
2' - 6"
24"
24-22
55.10 - 69.66*
43.41 - 54.89*
5' - 0"
18"
24-22
NCI Bldg Sys LP
77.10 - 94.06*
60.74 - 96.16*
Weather
2' - 6"
18"
24-22
Roof III**
69.24 - 81.40*
65.27 - 77.36*
5' - 0"
12"
24-22
97.24 - 113.40*
87.64 - 117.70*
2' - 6"
12"
24-22
SS216**
5' - 0"
16"
24
38.40
31.00
NCI
11/30/95
43.90 - 58.80*
43.30 - 70.10*
2' - 6"
16"
24
**
*
REMARKS
Licensed
See test
with MBCI
results.
1
2
Test load with safety factor of 1.3 applied.
Test load with safety factor of 1.65 applied.
Notes:
16
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