Materials:(Kelowna) Knudson P-2401 - Revision history

James Klassen: /* PERFORMANCE REQUIREMENTS */

2023-10-26T17:13:23Z

‎PERFORMANCE REQUIREMENTS

James Klassen at 16:33, 7 June 2023

2023-06-07T16:33:27Z

James Klassen: James Klassen moved page Materials:(Kelowna) P-2401 to Materials:(Kelowna) Knudson P-2401

2021-07-21T22:04:22Z

James Klassen moved page Materials:(Kelowna) P-2401 to Materials:(Kelowna) Knudson P-2401

James Klassen at 17:07, 24 June 2021

2021-06-24T17:07:53Z

James Klassen: /* PERFORMANCE REQUIREMENTS */

2020-04-28T21:42:18Z

‎PERFORMANCE REQUIREMENTS

James Klassen at 16:52, 1 October 2018

2018-10-01T16:52:09Z

James Klassen at 16:58, 24 September 2018

2018-09-24T16:58:52Z

James Klassen at 15:53, 24 August 2018

2018-08-24T15:53:45Z

James Klassen at 22:07, 1 December 2016

2016-12-01T22:07:41Z

James Klassen: James Klassen moved page Materials:Kelowna P-2401 to Materials:(Kelowna) P-2401

2016-10-12T15:16:19Z

James Klassen moved page Materials:Kelowna P-2401 to Materials:(Kelowna) P-2401

@@ Line 48: / Line 48: @@
 ====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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 ##Two-part assembly consisting of a coated steel base, No. 20 MSG min thick and a coated steel tab No. 24 MSG thick, overall height min 40.9 mm (1-5/8"), max 62.5 mm (2 1/2"), base width 150 mm (6") tab width 300 mm (12") located at sides of panel over attachment point. <b>Knudson Manufacturing Inc. &#8211; &#8220;I.M.C. 2401 Sliding Strip Clip.&#8221;</b> Fastened 600 mm (24") O.C.
 ##One-part panel clip assembly, No. 22 MSG min thick. Overall height &#8211; min 40.9 mm (1-5/8"), max 62.5 mm (2 1/2") clip width 300 mm (12"). <b>Knudson Manufacturing Inc. &#8211; &#8220;I.M.C. 2401 Fixed Strip Clip.&#8221;</b> Fastened 600 mm (24") O.C.
 ====PROFILE====
@@ Line 42: / Line 43: @@
 ====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 42: / Line 42: @@
 ====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 1: / Line 1: @@
-Manufacturer: <b>KELOWNA ROOFING (1984) 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.
+|}
 The Knudson P-2401 is an on-site continuous metal roll forming machine. Panel profiles vary from 200 mm (8") to 610 mm (24") wide with a seam height of 38 mm (1 1/2").
 On-site roll forming provides for the elimination of end laps with continuous panel forming capabilities.
-;1.1 <u>GENERAL</u>
+====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's published data, nor does it represent a detailed specification. The preparation of a detailed specification is the responsibility of the design authority.
+#'''General''': Standing seam panels employ a hidden fastening system for securement to a solid substrate. Panels are seamed together with a mechanical seamer.
+#'''Range of application''': on wood or metal sloped roofs; in commercial, institutional, industrial and residential construction; for re-roofing or new construction.
-;1.2 <u>SYSTEM DESCRIPTION</u>
+#'''Fasteners (Screws)''': For panel clip to steel connections, use No. 10 by 25 mm (1") long self-drilling, self-tapping hex washer &#8211; head plated steel screws used without sealing washers. Two fasteners per panel clip to be used inserted through guide holes OR No. 10-16 Phillips pancake head screws may be used. Length to be 25 mm (1"). Three fasteners per clip to be used for pancake head type, inserted through guide holes.
-:.1 Architectural standing seam panels employ a hidden fastening system for securing to a solid substrate. Panels are seamed together with a mechanical seamer.
+#'''Panel Clips''':
-:.2 Range of application: on wood or metal sloped roofs; in commercial, institutional, industrial and residential construction; for reroofing or new construction.
+##Two-part assembly consisting of a coated steel base, No. 20 MSG min thick and a coated steel tab No. 24 MSG thick, overall height min 40.9 mm (1-5/8"), max 62.5 mm (2 1/2"), base width 150 mm (6") tab width 300 mm (12") located at sides of panel over attachment point. <b>Knudson Manufacturing Inc. &#8211; &#8220;I.M.C. 2401 Sliding Strip Clip.&#8221;</b> Fastened 600 mm (24") O.C.
-:.3 <b>Panel Attachment:</b>
+##One-part panel clip assembly, No. 22 MSG min thick. Overall height &#8211; min 40.9 mm (1-5/8"), max 62.5 mm (2 1/2") clip width 300 mm (12"). <b>Knudson Manufacturing Inc. &#8211; &#8220;I.M.C. 2401 Fixed Strip Clip.&#8221;</b> Fastened 600 mm (24") O.C.
-::One part panel clip assembly, No. 22 MSG min thick. Overall height &#8211; min 40.9 mm (1-5/8"), max 62.5 mm (2 1/2") clip width 300 mm (12"). <b>Knudson Manufacturing Inc. &#8211; &#8220;I.M.C. 2401 Fixed Strip Clip.&#8221;</b> Fastened 600 mm (24") on centre.
+====PROFILE====
-;1.3 <u>SITE CONDITIONS</u>
+====TECHNICAL DATA SHEET====
-:.1 Minimum roof slope is 1:6 (2" 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://rpm.rcabc.org/index.php/RoofStar_Guarantee_Standards_for_ASM_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>

← Older revision	Revision as of 22:04, 21 July 2021
(No difference)

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 ;1.4 <u>PERFORMANCE REQUIREMENTS</u>
-::A simplified design procedure developed by NRC-CNRC for selecting wind pressure calculations for metal roof assemblies by region (location) and building height in the Province of British Columbia is provided in TAB 8.1.5 to assist designers.
+:#'''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://{{SERVERNAME}}/index.php?title=ASM_(Architectural_Sheet_Metal)_Roof_Assemblies Architectural Sheet Metal (ASM) Roof Standards].
 <hr>
-[[Architectural Metal Roofing|<i class="fa fa-chevron-circle-left fa-2x" ></i> Back to ''Site-Formed Metal Roofing Systems'']]
+[[Materials by Product Type|<i class="fa fa-chevron-circle-left fa" ></i> Back to ''Accepted Materials'']]
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← Older revision	Revision as of 15:16, 12 October 2016
(No difference)