Materials:(G&G) Knudson KR-21 VP Varipan - Revision history

James Klassen at 17:04, 27 October 2023

2023-10-27T17:04:14Z

James Klassen: /* PERFORMANCE REQUIREMENTS */

2023-10-26T17:11:55Z

‎PERFORMANCE REQUIREMENTS

James Klassen at 16:23, 7 June 2023

2023-06-07T16:23:54Z

James Klassen: /* SYSTEM DESCRIPTION */

2021-06-24T17:18:35Z

‎SYSTEM DESCRIPTION

James Klassen at 17:17, 24 June 2021

2021-06-24T17:17:09Z

James Klassen: /* PERFORMANCE REQUIREMENTS */

2020-04-28T21:44:18Z

‎PERFORMANCE REQUIREMENTS

James Klassen: James Klassen moved page Materials:(G&G) Knudson KR-21VP Varipan to Materials:(G&G) Knudson KR-21 VP Varipan

2019-02-15T21:31:01Z

James Klassen moved page Materials:(G&G) Knudson KR-21VP Varipan to Materials:(G&G) Knudson KR-21 VP Varipan

James Klassen: /* SITE CONDITIONS */

2019-02-13T21:43:58Z

‎SITE CONDITIONS

James Klassen: /* SYSTEM DESCRIPTION */

2019-02-13T21:43:28Z

‎SYSTEM DESCRIPTION

James Klassen: /* SYSTEM DESCRIPTION */

2019-02-13T21:41:28Z

‎SYSTEM DESCRIPTION

@@ Line 17: / Line 17: @@
 ;'''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'''
-;'''Panel Machine''': Knudson Varipan
+;'''Panel Machine''': Knudson Model KR-21VP VARIPAN
 ;'''Panel Name''': Knudson KR-21 VP Varipan
 ;'''Seam Type''': Mechanical

@@ Line 49: / Line 49: @@
 ====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 1: / Line 1: @@
 __NOTOC__
 __NONUMBEREDHEADINGS__
 {| class="wikitable"
 |-

@@ Line 27: / Line 27: @@
 #'''Range of application''': Installed on wood or steel sloped roofs, in commercial, institutional, industrial and residential construction. For re-roofing or new construction.
 #'''Panel Attachment''': Fastening is site specific, engineer must confirm fixing specifications.
-#'''Fasteners (Screws)''': Fasteners used to attach panel clips to steel must be No. 10-16 by 25 mm (1") long self-drilling, self-tapping pancake head plates steel screws.  Use two fasteners per panel clip, inserted into panel clip guide holes.
+#'''Fasteners (Screws)''':
+##Fasteners used to attach panel clips to steel must be No. 10-16 by 25 mm (1") long self-drilling, self-tapping pancake head plates steel screws.  Use two fasteners per panel clip, inserted into panel clip guide holes.
-::Fasteners used to attach panel clips to plywood must be No. 10-16 by 25 mm (1") long pancake head plated steel screws for wood. Use two fasteners per clip, inserted into panel guide holes.
+##Fasteners used to attach panel clips to plywood must be No. 10-16 by 25 mm (1") long pancake head plated steel screws for wood. Use two fasteners per clip, inserted into panel guide holes.
 #'''Panel Clips''': One piece assembly 38 mm (1-1/2") wide, 47 mm (1-5/8") high, manufactured by Knudson (or approved equal). Minimum thickness 0.022 in. (No. 22 MSG). Clips spaced maximum 600 mm (24") O.C.
 #'''Deck Requirements''': in keeping with the [http://rpm.rcabc.org/index.php?title=Standard_for_Architectural_Sheet_Metal_(ASM)_Systems Standard for Architectural Sheet Metal (ASM) Systems].

@@ Line 31: / Line 31: @@
 ::Fasteners used to attach panel clips to plywood must be No. 10-16 by 25 mm (1") long pancake head plated steel screws for wood. Use two fasteners per clip, inserted into panel guide holes.
 #'''Panel Clips''': One piece assembly 38 mm (1-1/2") wide, 47 mm (1-5/8") high, manufactured by Knudson (or approved equal). Minimum thickness 0.022 in. (No. 22 MSG). Clips spaced maximum 600 mm (24") O.C.
 ====PROFILE====
@@ Line 43: / Line 44: @@
 ====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>

← Older revision	Revision as of 21:31, 15 February 2019
(No difference)

@@ Line 39: / Line 39: @@
 ====SITE CONDITIONS====
-Minimum roof slope is 1:4 (3" in 12"). Severe conditions (heavy snow or ice) minimum slope is 1:1.5 (8" in 12").
+Minimum roof slope is 1:6 (2" in 12"). Severe conditions (heavy snow or ice) minimum slope is 1:1.5 (8" in 12").
 ====PERFORMANCE REQUIREMENTS====