Materials:(Admiral) AR5150 (Snap Lock) - Revision history

James Klassen at 17:05, 26 October 2023

2023-10-26T17:05:15Z

James Klassen at 16:02, 7 June 2023

2023-06-07T16:02:25Z

James Klassen at 18:02, 15 June 2021

2021-06-15T18:02:16Z

James Klassen: /* PERFORMANCE REQUIREMENTS */

2020-04-28T21:57:25Z

‎PERFORMANCE REQUIREMENTS

James Klassen: /* SYSTEM DESCRIPTION */

2018-10-01T15:51:59Z

‎SYSTEM DESCRIPTION

James Klassen: James Klassen moved page Materials:(Admiral) AR5150 SNAP LOCK PANEL to Materials:(Admiral) AR5150 (Snap Lock)

2018-10-01T15:19:38Z

James Klassen moved page Materials:(Admiral) AR5150 SNAP LOCK PANEL to Materials:(Admiral) AR5150 (Snap Lock)

James Klassen at 15:19, 1 October 2018

2018-10-01T15:19:02Z

James Klassen at 14:48, 1 October 2018

2018-10-01T14:48:34Z

James Klassen: /* PERFORMANCE REQUIREMENTS */

2018-09-25T17:14:58Z

‎PERFORMANCE REQUIREMENTS

James Klassen: /* PERFORMANCE REQUIREMENTS */

2018-09-24T16:22:15Z

‎PERFORMANCE REQUIREMENTS

@@ Line 46: / Line 46: @@
 ====PERFORMANCE REQUIREMENTS====
-#'''Wind Uplift Standards''': Engineered designs to resist wind uplift may refer to the British Columbia Building Code, Div. B, Appendix C, Table C-2 which lists various types of loads, including wind loads, for specific reference locations throughout the province. See also [http://{{SERVERNAME}}/index.php?title=ASM_Application_Guides_and_Notes Guides and Notes (Wind Resistance)] for a simplified calculation procedure. Regardless of the resources indicated here, the Design Authority is responsible to perform accurate wind load calculations and specify securement requirements.
+<ol>
-#'''Materials''':RoofStar (RGC) accepted metal panel systems shall be formed of steel conforming to the standards published in the [http://rpm.rcabc.org/index.php?title=Standard_for_Architectural_Sheet_Metal_(ASM)_Systems Standard for Architectural Sheet Metal (ASM) Systems].
+<li>'''Wind Uplift Resistance''': Panel securement shall conform to the requirements in [https://rpm.rcabc.org/index.php?title=ASM_Roof_Systems_Standard#PART_3 Part 3] of the [http://rpm.rcabc.org/index.php?title=Standard_for_Architectural_Sheet_Metal_(ASM)_Systems Standard for Architectural Sheet Metal (ASM) Systems].
 <hr>

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 __NOTOC__
 __NONUMBEREDHEADINGS__
 {| class="wikitable"
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@@ Line 28: / Line 28: @@
 #'''Fasteners (Screws)''': Fasteners used to attach panels to plywood to be No. 10-12 by 25 mm (1") long pancake head wood screws. Minimum two fasteners per clip to be used.
 #'''Panel Clips''': One-piece assembly 57.15 mm (2-1/4") wide, 38 mm (1-1/2") high, minimum thickness 0.036" (No. 20 MSG). Clips spaced maximum 600 mm (24") O.C., fastened to the roof deck.
 ====PROFILE====
@@ Line 40: / Line 41: @@
 ====PERFORMANCE REQUIREMENTS====
 #'''Wind Uplift Standards''': Engineered designs to resist wind uplift may refer to the British Columbia Building Code, Div. B, Appendix C, Table C-2 which lists various types of loads, including wind loads, for specific reference locations throughout the province. See also [http://{{SERVERNAME}}/index.php?title=ASM_Application_Guides_and_Notes Guides and Notes (Wind Resistance)] for a simplified calculation procedure. Regardless of the resources indicated here, the Design Authority is responsible to perform accurate wind load calculations and specify securement requirements.
-#'''Materials''':RoofStar (RGC) accepted metal panel systems shall be formed of steel conforming to the standards published in the [http://rpm.rcabc.org/index.php/RoofStar_Guarantee_Standards_for_ASM_Systems RoofStar Guarantee Standards for ASM Systems].
+#'''Materials''':RoofStar (RGC) accepted metal panel systems shall be formed of steel conforming to the standards published in the [http://rpm.rcabc.org/index.php?title=Standard_for_Architectural_Sheet_Metal_(ASM)_Systems Standard for Architectural Sheet Metal (ASM) Systems].
 <hr>

@@ Line 40: / Line 40: @@
 ====PERFORMANCE REQUIREMENTS====
 #'''Wind Uplift Standards''': Engineered designs to resist wind uplift may refer to the British Columbia Building Code, Div. B, Appendix C, Table C-2 which lists various types of loads, including wind loads, for specific reference locations throughout the province. See also [http://{{SERVERNAME}}/index.php?title=ASM_Application_Guides_and_Notes Guides and Notes (Wind Resistance)] for a simplified calculation procedure. Regardless of the resources indicated here, the Design Authority is responsible to perform accurate wind load calculations and specify securement requirements.
-#'''Materials''':RoofStar (RGC) accepted metal panel systems shall be formed of steel conforming to the standards published in the [http://rpm.rcabc.org/index.php/RoofStar_Guarantee_Standards_for_ASM_Roof_Assemblies RoofStar Guarantee Standards for ASM Roof Assemblies].
+#'''Materials''':RoofStar (RGC) accepted metal panel systems shall be formed of steel conforming to the standards published in the [http://rpm.rcabc.org/index.php/RoofStar_Guarantee_Standards_for_ASM_Systems RoofStar Guarantee Standards for ASM Systems].
 <hr>

@@ Line 27: / Line 27: @@
 #'''Range of application''': on wood or metal sloped roofs; in commercial, institutional, industrial and residential construction; for re-roofing or new construction.
 #'''Fasteners (Screws)''': Fasteners used to attach panels to plywood to be No. 10-12 by 25 mm (1") long pancake head wood screws. Minimum two fasteners per clip to be used.
-#'''Roof Deck Fasteners (Panel Clips)''': One-piece assembly 57.15 mm (2-1/4") wide, 38 mm (1-1/2") high, minimum thickness 0.036" (No. 20 MSG). Clips spaced maximum 600 mm (24") on centre, fastened to the roof deck.
+#'''Panel Clips''': One-piece assembly 57.15 mm (2-1/4") wide, 38 mm (1-1/2") high, minimum thickness 0.036" (No. 20 MSG). Clips spaced maximum 600 mm (24") O.C., fastened to the roof deck.
 ====PROFILE====

← Older revision	Revision as of 15:19, 1 October 2018
(No difference)

@@ Line 10: / Line 10: @@
 ;'''Manufacturer''': Admiral Roofing Ltd.
 ;'''Contact Address''': See the current Membership list and contact information at [http://www.rcabc.org/members/find-a-member/ www.rcabc.org]
-;'''Product Group - Standing Seam Metal Roof System''': Schlebach Quadro Plus AR5150 (Snap Lock Seam)
+;'''Product Group - Standing Seam Metal Roof System'''
 The roofing assembly / material information published below and in the [http://{{SERVERNAME}}/index.php?title=Main_Page RCABC Roofing Practices Manual] DOES NOT represent a complete set of the manufacturer's published data, nor does it represent a detailed specification. The preparation of a detailed specification is the responsibility of the design authority.  For more information about this product or system, consult the manufacturer.

@@ Line 10: / Line 10: @@
 ;'''Manufacturer''': Admiral Roofing Ltd.
 ;'''Contact Address''': See the current Membership list and contact information at [http://www.rcabc.org/members/find-a-member/ www.rcabc.org]
-;'''Product Group - Standing Seam Metal Roof System''': AR5150 Snap Lock Panel
+;'''Product Group - Standing Seam Metal Roof System''': Schlebach Quadro Plus AR5150 (Snap Lock Seam)
 The roofing assembly / material information published below and in the [http://{{SERVERNAME}}/index.php?title=Main_Page RCABC Roofing Practices Manual] DOES NOT represent a complete set of the manufacturer's published data, nor does it represent a detailed specification. The preparation of a detailed specification is the responsibility of the design authority.  For more information about this product or system, consult the manufacturer.
@@ Line 16: / Line 16: @@
 ====OVERVIEW====
-The AR5150 Snap Lock panel is formed with an on-site / in-shop continuous metal roofing panel roll forming machine (Schlebach Quadro+). This machine produces a Snap-lock panel with a seam height of 38 mm (1-1/2") and profiles can vary from 200 mm (8") wide up to 500 mm (20") wide. This machine also produces a Nail-strip panel and a mechanically seamed panel.
+The AR5150 Snap Lock panel is formed with an on-site / in-shop continuous metal roofing panel roll forming machine (Schlebach Quadro Plus). This machine produces a Snap-lock panel with a seam height of 38 mm (1-1/2") and profiles can vary from 200 mm (8") wide up to 500 mm (20") wide. This machine also produces a Nail-strip panel and a mechanically seamed panel.
 On-site roll forming provides for the elimination of end laps with continuous panel forming capabilities in lengths up to nominal 46 m (150').
@@ Line 23: / Line 23: @@
 #'''General''': The AR5150 SL panel is a snap-lock concealed fastener roofing panel. The panel is attached with a hidden roof deck panel clip fastened to the acceptable substrate. The overlying panel (female rib) locks together with the underlying panel&#8217;s intergrated clip (male) and roof deck panel clips. The maximum spacing of the clips is 600 mm (24") on centre.
 #'''Range of application''': on wood or metal sloped roofs; in commercial, institutional, industrial and residential construction; for re-roofing or new construction.
-#'''Panel Attachment''':
+#'''Fasteners (Screws)''': Fasteners used to attach panels to plywood to be No. 10-12 by 25 mm (1") long pancake head wood screws. Minimum two fasteners per clip to be used.
-::* '''Fasteners (Screws)''': Fasteners used to attach panels to plywood to be No. 10-12 by 25 mm (1") long pancake head wood screws. Minimum two fasteners per clip to be used.
+#'''Roof Deck Fasteners (Panel Clips)''': One-piece assembly 57.15 mm (2-1/4") wide, 38 mm (1-1/2") high, minimum thickness 0.036" (No. 20 MSG). Clips spaced maximum 600 mm (24") on centre, fastened to the roof deck.
 ====PROFILE====

@@ Line 38: / Line 38: @@
 ====PERFORMANCE REQUIREMENTS====
 #'''Wind Uplift Standards''': Engineered designs to resist wind uplift may refer to the British Columbia Building Code, Div. B, Appendix C, Table C-2 which lists various types of loads, including wind loads, for specific reference locations throughout the province. See also [http://{{SERVERNAME}}/index.php?title=ASM_Application_Guides_and_Notes Guides and Notes (Wind Resistance)] for a simplified calculation procedure. Regardless of the resources indicated here, the Design Authority is responsible to perform accurate wind load calculations and specify securement requirements.
-#'''Materials''':RoofStar (RGC) accepted metal panel systems shall be formed of steel conforming to the standards published in the [http://rpm.rcabc.org/index.php/Main_PageASM_(Architectural_Sheet_Metal)_Roof_Assemblies Architectural Sheet Metal (ASM) Roof Standards].
+#'''Materials''':RoofStar (RGC) accepted metal panel systems shall be formed of steel conforming to the standards published in the [http://rpm.rcabc.org/index.php/RoofStar_Guarantee_Standards_for_ASM_Roof_Assemblies Architectural Sheet Metal (ASM) Roof Standards].
 <hr>