Table Drafts 6

Jump to: navigation, search

Table Drafts 6

Revision as of 14:56, 23 June 2026 by James Klassen (talk | contribs)

9.1.3.3. Panel Seams

  1. Panel seam heights, which must accommodate the increased potential for water ingress as roof slope diminishes, shall conform to Table 9.1.3.3.-A.


Table 9.1.3.3.-A
Minimum Requirements for Seam Types and Heights

Forming Part of Article 9.1.3.3.
Conditions
(see also Part 2 and Article 9.1.3.1.)
Seam Height Minimums Permissible Seam Types
> 1:3 (4" in 12") 25.4 mm (1") All
≥ 1:4 (3" in 12") 38.1 mm ( 1-1/2”) Mechanical Lock, Snap Lock, Snap Cap
1:6 (2" in 12") to ≤ 1:3 (4" in 12") 38.1 mm ( 1-1/2”) Mechanical Lock only (single or double)
Less than 1:6 (2” in 12”)
(reviewed by RGC prior to tender)
50.8 mm (2”) + butyl sealant in seam Mechanical Lock only (single or double)
50.8 mm (2”) Mechanical Lock only (double)
Power-curved panels
(reviewed by RGC prior to tender)
38.1 mm (1-1/2”) + butyl sealant in seam Mechanical Lock only (single or double)
Locations with High Snow Loads
(defined in Article 1.1.3.3.)
50.8 mm (2”) + butyl sealant in seam Mechanical Lock only (double)