| Profile |
Application
(Note 1) |
Fastener
Location, Panel to Sructure |
Side
Lap Fasteners |
Sealants
Side & End Laps |
Min
Side Lap |
Min
End Lap |
| 2.76
Corrugated |
Roofing
(Slope 3/12)
|
Every
third high rib |
18"
on center |
Butyl
lap tape |
1
rib |
6" |
| Siding |
Every
third high rib |
18"
on center |
Not
required (U.N.O.) (Note 5) |
1
rib |
4" |
| 4.2
Corrugated |
Roofing
(Slope 3/12)
|
Every
other high rib |
18"
on center |
Butyl
lap tape |
1
rib |
6" |
| Siding |
Every
other low rib |
18"
on center |
Not
required (U.N.O.) |
1
rib |
4" |
4
3/16 Rib, 4.0 Rib,
4 7/8 V-Beam (Note 3) |
Roofing
(Slope 3/12)
|
Every
other low rib |
18"
on center |
Butyl
lap tape |
1
rib |
6" |
| Siding |
Every
other low rib |
18"
on center |
Not
required (U.N.O.) |
1
rib |
4" |
| 7.0
Rib, 7.2 x 1.5 Rib, 7.2D x 1.75 Rib, 5.33 V.Beam |
Roofing
(Slope 3/12)
|
Every
low rib |
18"
on center |
Butyl
lap tape |
1
rib |
6" |
| Siding |
Every
low rib |
18"
on center |
Not
required (U.N.O.) |
1
rib |
4" |
| R-Panel,
Trafford Tile |
Roofing
(Slope 3/12)
|
One
on each side of every high rib |
18"
on center |
Butyl
lap tape |
1
rib |
6" |
| Siding |
18"
on center |
Not
required (U.N.O.) |
1
rib |
4" |
| Flashing |
All
|
See
note 6 |
|
Butyl
lap tape where required |
|
See
note 4 |
| 6.5
Series 500 |
Roof
Deck |
Every
low corrugation |
18"
on center (note 8) |
Not
required (U.N.O.) |
Side
nest |
Butt |
| 8.0
Series 700 (note 7) |
Roof
Deck |
Every
low corrugation |
24"
on center (note 8) |
Not
required (U.N.O.) |
Side
nest |
Butt |
Notes:
1. Slopes shown
above are for 3/12 or greater. For slopes less than 3/12, fasten side
laps at 12" o.c. |
|
2. Std. 0.729" dia. sealing washer required typical, U.N.O. |
|
3. Use 5/8" dia. washer for 4 7/8 V-Beam only. |
| 4.
End lap ridge and corner flashing 4" U.N.O. Butt ends of other flashing,
U.N.O. |
| 5.
U.N.O. = Unless noted otherwise in specs, notes, or drawings. |
| 6.
Fasten to panels at every 3rd rib for 4.2, every other rib for 7.0,
7.2, 7.2D, or 12" o.c. |
| 7.
TS 700, 11/8" washer required. |
|
8. Contact engineering department if diaphragm action is needed. |