Materials:(Nielsen) FF 100 - Revision history

James Klassen at 15:55, 25 June 2025

2025-06-25T15:55:16Z

James Klassen: /* PERFORMANCE REQUIREMENTS */

2023-10-26T17:25:25Z

‎PERFORMANCE REQUIREMENTS

James Klassen at 17:03, 7 June 2023

2023-06-07T17:03:22Z

James Klassen at 18:11, 15 June 2021

2021-06-15T18:11:22Z

James Klassen at 22:27, 23 October 2020

2020-10-23T22:27:05Z

James Klassen at 22:51, 13 February 2019

2019-02-13T22:51:56Z

James Klassen at 17:15, 24 September 2018

2018-09-24T17:15:32Z

James Klassen at 17:22, 24 August 2018

2018-08-24T17:22:58Z

James Klassen at 16:19, 24 August 2018

2018-08-24T16:19:53Z

James Klassen at 16:17, 24 August 2018

2018-08-24T16:17:28Z

@@ Line 27: / Line 27: @@
 The New Tech Machinery Panel Machine is an on-site continuous metal roofing panel roll forming machine.  This machine produces Snap Lock - FF 100 with a seam height of 25 mm (1").  The panel profile varies from 305 mm (12") to 610 mm (24") wide.
-On-site roll forming provides for the elimination of end laps with continuous panel forming capabilities in lengths up to nominal 46m (150').
+On-site roll forming provides for the elimination of end laps with continuous panel forming capabilities.  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).
 ====SYSTEM DESCRIPTION====
 #'''General''': Metal panels employ a hidden fastening system for securement to a solid substrate. 1" Snap-Lock panels are produced with a nail strip to eliminate the use of clips and allows the panel seams to interlock without having to use a mechanical seaming device.

@@ Line 44: / 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.
+<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 26: / Line 26: @@
 #'''Range of application''': on wood or metal sloped roofs; in commercial, institutional, industrial and residential applications; for re-roofing or new construction.
 #'''Fasteners (Screws)''': used to attach to plywood to be #10-12 x 25mm (1") long, pancake head, No. 2 Phillips or Robertson drive, A-point, coated steel screw. Fasteners to be spaced min. 610 mm (24") on centre fastened to plywood deck.
-#'''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 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_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 1: / Line 1: @@
-Manufacturer: <b>NIELSEN ROOFING & SHEET METAL 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.
+|}
-;DESCRIPTION
+====OVERVIEW====
 The New Tech Machinery Panel Machine is an on-site continuous metal roofing panel roll forming machine.  This machine produces Snap Lock - FF 100 with a seam height of 25 mm (1").  The panel profile varies from 305 mm (12") to 610 mm (24") wide.
 On-site roll forming provides for the elimination of end laps with continuous panel forming capabilities in lengths up to nominal 46m (150').
-;<b>1.1 <u>GENERAL</u></b>
+====PROFILE====
-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.
+N/A
-:.3 <b>Panel Attachment:</b>
+====TECHNICAL DATA SHEET====
-::<b><u>Fasteners</u></b> - used to attach to plywood to be #10-12 x 25mm (1") long, pancake head, No. 2 Phillips or Robertson drive, A-point, coated steel screw. Fasteners to be spaced min. 610 mm (24") on centre fastened to plywood deck.
+====SITE CONDITIONS====
-:.4 Plywood decking is to be a nominal 13 mm (1/2") thick or thicker.
+====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.
-;<b>1.3 <u>SITE CONDITIONS</u></b>
+#'''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 37: / Line 37: @@
 ! FF 100 Standing Seam Panel
 |-
-| [[File:Nielsen_FF_100_Profile.jpg|frameless|link=Architectural Metal Roofing|750px]]
+| [[File:Nielsen_FF_100_Profile.jpg|frameless|link=http://rpm.rcabc.org/images/b/bb/Nielsen_FF_100_Profile.jpg|750px]]
 |}

@@ Line 29: / Line 29: @@
 :#'''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].
+:#'''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].
 <hr>

@@ Line 31: / Line 31: @@
 :#'''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].
-:Click below for the '''SS 100 Profile'''.
+<hr>
 {| class="wikitable"
 |-
-! Standing Seam Panel
+! FF 100 Standing Seam Panel
 |-
 | [[File:Nielsen_FF_100_Profile.jpg|frameless|link=Architectural Metal Roofing|1000px]]