Instructions / Assembly

Fire Testing per ASTM E108 or UL790.
Code Approvals
Corrugated Panels
5
Corrugated
25 5/8” Overall (+/- 1/8“) (21 1/2” Roofing Coverage)
2.667”
1/2”
For all intermediate purlins or plywood
For eaves, ridges and valleys
Technical Information
Recommended Fastening Schedule
Sidelap Detail
O.C. Spacing and Fastening Detail
1/2
width of the 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.
1/4” Siding Panels
26” Overall (24” Siding Coverage)
1/4”
1 1/4”
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
Florida Building Code Approval # FL-13086.1
UL Fire Resistance Directory
21-1/2” Coverage - Roofing
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
srenroC dna retemirePdleiF
Maximum Design Pressure - 116 psf
- 86 psf
retnec no ”21retnec no ”61
Maximum Fastener Spacing
24” Coverage - Siding
Sidelap Detail