Instructions / Assembly

CORRUGATED PANEL
Fastening Schedule
building or 40% of the mean height of the roof, whichever is smaller,
however, (a) cannot be less than either 4% of the minimum width of
the building or 3 feet.
Roof Zones
Zone 1
Zone 2
a
a
a
a
Zone 2
Eave
Zone 3
Zone 2
Zone 2
Zone 2
Gable
Ridge
Zone 3
Zone 1
1. Code Approval numbers may have changed since publication. For the most recent code approval
numbers, contact Southeastern Metals’ Techincal Department or refer to the appropriate code agency.
Fire Testing per ASTM E108 or UL790.
Florida Building Code Approval # FL-13086.1
UL Fire Resistance Directory # R20735
Code Approvals
1
Corrugated Exposed Fastener Panel System
Manufacturers Recommended Fastening Schedule
Corrugated Panel and Detail
25 5/8” Overall (+/- 1/8“) (21 1/2” Roofing Coverage)
2.667”
1/2”
Sidelap Detail1/2
1/4” Siding Panels
26” Overall (24” Siding Coverage)
1/4”
1 1/4”
24” Coverage - Siding
Sidelap Detail
1. Extrapolation and rational analysis by a Florida Licensed Architect or Structural Engineer is allowed outside the Miami-Dade HVHZ compliance
area. 2. Extrapolation and rational analysis shall not be allowed above the maximum tested design pressures within the Miami-Dade HVHZ com-
pliance area. 3. Interpolation is allowed between Field and Perimeter & Corner test pressure values. 4. For corresponding wind speeds, refer to
table 1609.6.2.1(2) of the Florida Building Code.
Maximum Fastener Spacing
1,2,3,4
Plywood/ OSB Decking
Min. 15/32” outside Miami-Dade
Min. 19/32” in Miami-Dade
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Maximum Design Pressure - 116 psf
- 86 psf
O.C. Spacing and Fastening Detail
For all intermediate purlins or plywood
For eaves, ridges and valleys
retnec no ”21retnec no ”61
Maximum Fastener Spacing
21-1/2” Coverage - Roofing