Materials:(Flynn) Quadro SS150 Snap Seam - Revision history

James Klassen: /* PERFORMANCE REQUIREMENTS */

2023-10-26T17:10:50Z

‎PERFORMANCE REQUIREMENTS

James Klassen at 16:21, 7 June 2023

2023-06-07T16:21:43Z

James Klassen at 18:30, 15 June 2021

2021-06-15T18:30:27Z

James Klassen: /* PERFORMANCE REQUIREMENTS */

2020-04-28T21:51:24Z

‎PERFORMANCE REQUIREMENTS

James Klassen at 16:34, 1 October 2018

2018-10-01T16:34:14Z

James Klassen at 14:31, 1 October 2018

2018-10-01T14:31:55Z

James Klassen at 16:57, 24 September 2018

2018-09-24T16:57:08Z

James Klassen at 15:50, 24 August 2018

2018-08-24T15:50:59Z

James Klassen at 22:06, 1 December 2016

2016-12-01T22:06:23Z

James Klassen: James Klassen moved page Materials:Flynn Quadro SS150 Snap Seam to Materials:(Flynn) Quadro SS150 Snap Seam

2016-10-12T15:01:12Z

James Klassen moved page Materials:Flynn Quadro SS150 Snap Seam to Materials:(Flynn) Quadro SS150 Snap Seam

@@ 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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 #'''Fasteners (Screws)''': Fasteners used to attach panel clips to plywood must be No. 10-12 by 25 mm (1") long pancake head, No. 2 Phillips drive, A-point, coated steel screw. Minimum two fasteners per clip to be used.
 #'''Panel Clips''': One piece assembly 43.75 mm (1-3/4") wide, 31 mm (1-1/4") high. Minimum thickness 0.022 in. (No. 22 MSG). Clips spaced 600 mm (24") on centre fastened to plywood deck. <i>Englert</i> &#8220;Series 1000 Interlocking Clip&#8221;.
 ====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 10: / Line 10: @@
 ;'''Manufacturer''': Flynn Canada 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''': Quadro SS 150 (Snap 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 23: / Line 26: @@
 #'''General''': Standing seam panels use a hidden fastening clip system for mechanical fastening to a solid substrate. The maximum spacing of the clips is 600 mm (24") on centre. The panels are locked together, with the clips as part of the seam, by use of 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.
-#'''Fasteners (Screws)''':
+#'''Fasteners (Screws)''': Fasteners used to attach panel clips to plywood must be No. 10-12 by 25 mm (1") long pancake head, No. 2 Phillips drive, A-point, coated steel screw. Minimum two fasteners per clip to be used.
-##Fasteners used to attach panel clips to plywood must be No. 10-12 by 25 mm (1") long pancake head, No. 2 Phillips drive, A-point, coated steel screw. Minimum two fasteners per clip to be used.
+#'''Panel Clips''': One piece assembly 43.75 mm (1-3/4") wide, 31 mm (1-1/4") high. Minimum thickness 0.022 in. (No. 22 MSG). Clips spaced 600 mm (24") on centre fastened to plywood deck. <i>Englert</i> &#8220;Series 1000 Interlocking Clip&#8221;.
 ====PROFILE====

@@ Line 1: / Line 1: @@
-Manufacturer: <b>FLYNN CANADA 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 &#8211; QUADRO Snap Seam &#8211; SS150 Panel</b>
+====OVERVIEW====
+QUADRO Panel Machine is an on-site/in-shop continuous metal roofing panel roll forming machine. This machine produces Snap Seam &#8211; SS 100 with a seam height of 25 mm (1"). This machine can produce either a Nail Strip System or a Clip System. Panels can be produced from 225 mm (9") wide up to 400mm (16") wide.
 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 <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 use a hidden fastening clip system for mechanical fastening to a solid substrate. The maximum spacing of the clips is 600 mm (24") on centre. The panels are locked together, with the clips as part of the seam, by use of a mechanical seamer.
-;1.2 <u>SYSTEM DESCRIPTION</u>
+====PROFILE====
-:.1 Standing seam panels use a hidden fastening clip system for mechanical fastening to a solid substrate. The maximum spacing of the clips is 600 mm (24") on centre. The panels are locked together with the clips as part of the seam, by use of a mechanical seamer.
+N/A
-;1.3 <u>SITE CONDITIONS</u>
+====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://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>

@@ Line 27: / Line 27: @@
 ;1.4 <u>PERFORMANCE REQUIREMENTS</u>
-::National Research Council (NRC-CNRC) Report No.B1040 Wind Uplift Resistance of Metal Roofing. The NRC-CNRC Report No. B1040 test results confirm that an acceptable level of wind uplift resistance can be achieved with RGC Accepted Metal Panel Systems on typical roof designs over solid decking for most British Columbia geographical locations. Refer to Appendix II for calculations for typical roof wind uplift pressure requirements for buildings located in the Province of British Columbia.
+:#'''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>

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