Materials:(Transwest) FF 100 - Revision history

James Klassen: /* OVERVIEW */

2025-06-25T15:56:17Z

‎OVERVIEW

James Klassen: /* PERFORMANCE REQUIREMENTS */

2023-10-26T17:28:16Z

‎PERFORMANCE REQUIREMENTS

James Klassen at 17:17, 7 June 2023

2023-06-07T17:17:49Z

James Klassen at 17:29, 24 June 2021

2021-06-24T17:29:41Z

James Klassen at 17:24, 15 June 2021

2021-06-15T17:24:56Z

James Klassen at 17:22, 24 September 2018

2018-09-24T17:22:43Z

James Klassen at 16:29, 24 August 2018

2018-08-24T16:29:39Z

James Klassen at 16:29, 24 August 2018

2018-08-24T16:29:12Z

James Klassen at 22:45, 1 December 2016

2016-12-01T22:45:52Z

James Klassen: James Klassen moved page Materials:Transwest FF 100 to Materials:(Transwest) FF 100

2016-10-12T15:35:04Z

James Klassen moved page Materials:Transwest FF 100 to Materials:(Transwest) FF 100

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 ====OVERVIEW====
-The FF100 Panel is a metal roof panel formed from 24 gauge. The panel can be applied on to solid sheeting with or without insulation. Width from 300 mm (12") to 500 mm (20") wide with a 25 mm (1") height at the male rib.  Panels are continuous with no end laps.
+The FF100 Panel is a metal roof panel formed from 24 gauge. Width from 300 mm (12") to 500 mm (20") wide with a 25 mm (1") height at the male rib.  Note that the maximum length of this panel is restricted in the "RGC Standard for Architectural Sheet Metal (ASM) Roofs" to 10 m (30') because of the coefficient of expansion (Ref. [https://rpm.rcabc.org/index.php?title=ASM_Roof_Systems_Standard#9.2.1.1._Panel_Grade.2C_Gauge.2C_and_Fabrication Article 9.2.1.1., Sentence (8))].  This panel is also suitable for application only on a solid substrate (uninsulated roofs).
 Fasteners (screws) used to attach panels to plywood deck to be No. 8 by 22 mm (1") panhead. Fasteners to be placed a maximum of 600 mm (24") on center.

@@ 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>

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 __NOTOC__
 __NONUMBEREDHEADINGS__
 {| class="wikitable"
 |-

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 #'''Fasteners (Screws)''':
 ##Consult manufacturer.
-#'''Deck Requirements''': in keeping with the [http://rpm.rcabc.org/index.php/RoofStar_Guarantee_Standards_for_ASM_Systems RoofStar Guarantee Standards for ASM Systems].
+#'''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].
 ====PROFILE====
@@ 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_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>

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-Manufacturer: <b>TRANSWEST 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.
+|}
 The FF100 Panel is a metal roof panel formed from 24 gauge. The panel can be applied on to solid sheeting with or without insulation. Width from 300 mm (12") to 500 mm (20") wide with a 25 mm (1") height at the male rib.  Panels are continuous with no end laps.
 Fasteners (screws) used to attach panels to plywood deck to be No. 8 by 22 mm (1") panhead. Fasteners to be placed a maximum of 600 mm (24") on center.
-;3.2 <u>PREPARATION - FIELD MEASUREMENTS</u>
+====SYSTEM DESCRIPTION====
-:.1  Verify prior to fabrication.
+#'''General''':  Standing seam panels utilize a hidden fastener clip system for mechanical fastening to a solid substrate. The maximum spacing of the clips in either the snap lock or mechanically locked system is 600 mm OC (24"). The panels are locked together with the clips as part of the seam, by use of friction in the case of the Snap lock profiles, or by use of a mechanical seamer in the case of the mechanically locked profiles.
-:.2  If field measurements differ from drawing dimensions, notify Architect / Professional Engineer prior to fabrication.
+#'''Range of application''': on wood or metal sloped roofs; in commercial, institutional, industrial and residential construction; for re-roofing or new construction.
-;3.3 <u>PROTECTION</u>
+====PROFILE====
-:.1 Treat, or isolate with protective material, any contacting surfaces of dissimilar materials to prevent electrolytic corrosion.
+N/A
-;<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>

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 :.1  Unless otherwise shown on drawings or specified herein, fabricate panels in continuous one piece lengths and fabricate flashings and accessories in longest practical lengths.
 :.2  Roofing panels shall be factory formed. Field formed panels are not acceptable.
 ;<u>PART 3 - EXECUTION</u>

@@ Line 62: / Line 62: @@
 ;3.3 <u>PROTECTION</u>
 :.1 Treat, or isolate with protective material, any contacting surfaces of dissimilar materials to prevent electrolytic corrosion.
 <hr>
+[[Materials by Product Type|<i class="fa fa-chevron-circle-left fa" ></i> Back to ''Accepted Materials'']]
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