Materials:(Admiral) AR5150 (Nail Strip) - Revision history

James Klassen at 17:04, 26 October 2023

2023-10-26T17:04:54Z

James Klassen at 16:01, 7 June 2023

2023-06-07T16:01:55Z

James Klassen at 16:01, 7 June 2023

2023-06-07T16:01:21Z

James Klassen at 18:01, 15 June 2021

2021-06-15T18:01:38Z

James Klassen: /* PERFORMANCE REQUIREMENTS */

2020-04-28T21:57:04Z

‎PERFORMANCE REQUIREMENTS

James Klassen: James Klassen moved page Materials:(Admiral) AR5150 NAIL STRIP PANEL to Materials:(Admiral) AR5150 (Nail Strip)

2018-10-01T15:17:13Z

James Klassen moved page Materials:(Admiral) AR5150 NAIL STRIP PANEL to Materials:(Admiral) AR5150 (Nail Strip)

James Klassen at 15:16, 1 October 2018

2018-10-01T15:16:20Z

James Klassen at 14:50, 1 October 2018

2018-10-01T14:50:12Z

James Klassen: /* PERFORMANCE REQUIREMENTS */

2018-09-24T16:22:38Z

‎PERFORMANCE REQUIREMENTS

James Klassen at 18:55, 24 August 2018

2018-08-24T18:55:23Z

@@ Line 45: / Line 45: @@
 ====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>

@@ Line 5: / Line 5: @@
 <big><big>Division C - Accepted Materials</big></big>
 <hr>
-<big><big><big><big><big>AR5150 (Nail Strip)</big></big></big></big></big><br>
+<big><big><big><big><big>Admiral AR5150 (Nail Strip)</big></big></big></big></big><br>
 <big><big><big>by Admiral Roofing Ltd.</big></big></big><br>
 {| class="wikitable"

@@ Line 1: / Line 1: @@
 __NOTOC__
 __NONUMBEREDHEADINGS__
 {| class="wikitable"
 |-

@@ Line 26: / Line 26: @@
 #'''General''': The AR5150 NS panel is a snap-lock concealed fastener roofing panel. The panel is fastened to the acceptable substrate along the integrated fastening strip along the entire length of the panel. The overlying panel (female rib) locks together with the underlying panel&#8217;s integrated clip (male), along the entire length of the panel. The maximum spacing of the fasteners 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.
 #'''Fasteners (Screws)''': Fasteners used to attach panels to plywood to be No. 10-12 by 25 mm (1") long pancake head wood screws.
 ====PROFILE====
@@ Line 39: / 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_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 39: / Line 39: @@
 ====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 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_Systems RoofStar Guarantee Standards for ASM Systems].
 <hr>

← Older revision	Revision as of 15:17, 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 (Nail Strip)
+;'''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 1: / Line 1: @@
-Manufacturer: <b>ADMIRAL ROOFING LTD.</b>
+__NOTOC__
-Contact Address: See the current Membership list and contact information at [http://www.rcabc.org/members/find-a-member/ '''www.rcabc.org''']
+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.
-Product Group: <b>STANDING SEAM METAL ROOF SYSTEM - AR5150 NAIL STRIP PANEL</b>
+====OVERVIEW====
+The AR5150 Nail Strip panel is formed with an on-site / in-shop continuous metal roofing panel roll forming machine (Schlebach Quadro+). This machine produces a Nail-strip panel with a seam height of 38 mm (1&#189;") and profiles can vary from 200 mm (8") wide up to 637.5 mm (25&#189;") wide . This machine also produces a Snap-lock 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').
-;1.1 GENERAL
+====SYSTEM DESCRIPTION====
-:The roofing assembly / material information published in the <b>RCABC <i>Roofing Practices Manual</i></b> does NOT represent a complete set of the manufacturer&#8217;s published data, nor does it represent a detailed specification. The preparation of a detailed specification is the responsibility of the design authority.
+#'''General''': The AR5150 NS panel is a snap-lock concealed fastener roofing panel. The panel is fastened to the acceptable substrate along the integrated fastening strip along the entire length of the panel. The overlying panel (female rib) locks together with the underlying panel&#8217;s integrated clip (male), along the entire length of the panel. The maximum spacing of the fasteners is 600 mm (24") on centre.
-;1.2 SYSTEM DESCRIPTION
+====PROFILE====
-:.1 The AR5150 NS panel is a snap-lock concealed fastener roofing panel. The panel is fastened to the acceptable substrate along the integrated fastening strip along the entire length of the panel. The overlying panel (female rib) locks together with the underlying panel&#8217;s integrated clip (male), along the entire length of the panel. The maximum spacing of the fasteners is 600 mm (24") on centre.
+N/A
-;1.3 SITE CONDITIONS
+====TECHNICAL DATA SHEET====
-.1 Minimum roof slope is 1:4 (3" in 12"). Severe conditions (heavy snow or ice) minimum slope is 1:1.5 (8" in 12").
+N/A
-;1.4 <u>PERFORMANCE REQUIREMENTS</u>
+====SITE CONDITIONS====
-:#'''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.
+====PERFORMANCE REQUIREMENTS====
-:#'''Materials''':RoofStar (RGC) accepted metal panel systems shall be formed of steel conforming to the standards published in the [http://{{SERVERNAME}}/index.php?title=ASM_(Architectural_Sheet_Metal)_Roof_Assemblies Architectural Sheet Metal (ASM) Roof Standards].
+#'''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.
 <hr>