Table Drafts 6 - Revision history

James Klassen: Blanked the page

2026-06-23T15:38:48Z

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James Klassen at 14:56, 23 June 2026

2026-06-23T14:56:51Z

James Klassen: Blanked the page

2025-02-07T16:16:35Z

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← Older revision		Revision as of 15:38, 23 June 2026
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−	~~====9.1.3.3. Panel Seams====~~

−	~~<ol>~~
−	~~<li>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'''.~~
−	~~</li></ol>~~
−	~~<br>~~
−	~~::::::::::{\|~~
−	\|-
−	~~\| colspan="1"; style="text-align:center;width:450px;" \| {{hilite \| '''Table 9.1.3.3.-A<br>Minimum Requirements for Seam Types and Heights'''<br>Forming Part of Article 9.1.3.3. \|\| 2027-June-11 }}~~
−	\|-
−	\|}
−	~~:{\| class="wikitable" style="margin-left: 20pt; margin-right: auto;border-color:#E7E9E9;vertical-align:top;text-align:center;"~~
−	\|-
−	~~! Conditions<br>(see also Part 2 and Article 9.1.3.1.) !! Seam Height Minimums !! Permissible Seam Types~~
−	\|-
−	~~\| rowspan="1" style="vertical-align:centre;text-align:center;" \| {{hilite \| > 1:3 (4" in 12") \|\| 2027-June-11 }} \|\| 25.4 mm (1") \|\| All~~
−	\|-
−	\| rowspan="1" style="vertical-align:centre;text-align:center;" \| {{hilite \| ≥ 1:4 (3" in 12") \|\| 2027-June-11 }} \|\| 38.1 mm ( 1-1/2”) \|\| {{hilite \| Mechanical Lock, Snap Lock, Snap Cap \|\| 2027-June-11 }}
−	\|-
−	\| rowspan="1" style="vertical-align:centre;text-align:center;" \| {{hilite \| 1:6 (2" in 12") to ≤ 1:3 (4" in 12") \|\| 2027-June-11 }} \|\| 38.1 mm ( 1-1/2”) \|\| Mechanical Lock only (single or double)
−	\|-
−	\| rowspan="2" style="vertical-align:centre;text-align:center;" \| Less than 1:6 (2” in 12”)<br>(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)~~
−	\|-
−	\| rowspan="1" style="vertical-align:centre;text-align:center;" \| Power-curved panels<br>(reviewed by RGC prior to tender) \|\| 38.1 mm (1-1/2”) + butyl sealant in seam \|\| Mechanical Lock only (single or double)
−	\|-
−	\|-
−	\| rowspan="1" style="vertical-align:centre;text-align:center;" \| Locations with High Snow Loads<br>(defined in Article 1.1.3.3.) \|\| 50.8 mm (2”) + butyl sealant in seam\|\| Mechanical Lock only (double)
−	\|}

← Older revision	Revision as of 14:56, 23 June 2026
Line 1:	Line 1:
	+	====9.1.3.3. Panel Seams====

	+	<ol>
	+	<li>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'''.
	+	</li></ol>
	+	<br>
	+	::::::::::{\|
	+	\|-
	+	\| colspan="1"; style="text-align:center;width:450px;" \| {{hilite \| '''Table 9.1.3.3.-A<br>Minimum Requirements for Seam Types and Heights'''<br>Forming Part of Article 9.1.3.3. \|\| 2027-June-11 }}
	+	\|-
	+	\|}
	+	:{\| class="wikitable" style="margin-left: 20pt; margin-right: auto;border-color:#E7E9E9;vertical-align:top;text-align:center;"
	+	\|-
	+	! Conditions<br>(see also Part 2 and Article 9.1.3.1.) !! Seam Height Minimums !! Permissible Seam Types
	+	\|-
	+	\| rowspan="1" style="vertical-align:centre;text-align:center;" \| {{hilite \| > 1:3 (4" in 12") \|\| 2027-June-11 }} \|\| 25.4 mm (1") \|\| All
	+	\|-
	+	\| rowspan="1" style="vertical-align:centre;text-align:center;" \| {{hilite \| ≥ 1:4 (3" in 12") \|\| 2027-June-11 }} \|\| 38.1 mm ( 1-1/2”) \|\| {{hilite \| Mechanical Lock, Snap Lock, Snap Cap \|\| 2027-June-11 }}
	+	\|-
	+	\| rowspan="1" style="vertical-align:centre;text-align:center;" \| {{hilite \| 1:6 (2" in 12") to ≤ 1:3 (4" in 12") \|\| 2027-June-11 }} \|\| 38.1 mm ( 1-1/2”) \|\| Mechanical Lock only (single or double)
	+	\|-
	+	\| rowspan="2" style="vertical-align:centre;text-align:center;" \| Less than 1:6 (2” in 12”)<br>(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)
	+	\|-
	+	\| rowspan="1" style="vertical-align:centre;text-align:center;" \| Power-curved panels<br>(reviewed by RGC prior to tender) \|\| 38.1 mm (1-1/2”) + butyl sealant in seam \|\| Mechanical Lock only (single or double)
	+	\|-
	+	\|-
	+	\| rowspan="1" style="vertical-align:centre;text-align:center;" \| Locations with High Snow Loads<br>(defined in Article 1.1.3.3.) \|\| 50.8 mm (2”) + butyl sealant in seam\|\| Mechanical Lock only (double)
	+	\|}