Materials:(Nielsen) SS 100 - Revision history

James Klassen: /* PERFORMANCE REQUIREMENTS */

2023-10-26T17:25:39Z

‎PERFORMANCE REQUIREMENTS

James Klassen at 17:03, 7 June 2023

2023-06-07T17:03:57Z

James Klassen at 18:11, 15 June 2021

2021-06-15T18:11:44Z

James Klassen: /* PROFILE */

2021-02-04T22:01:26Z

‎PROFILE

James Klassen at 22:34, 23 October 2020

2020-10-23T22:34:41Z

James Klassen at 22:53, 13 February 2019

2019-02-13T22:53:33Z

James Klassen at 17:15, 24 September 2018

2018-09-24T17:15:58Z

James Klassen at 17:23, 24 August 2018

2018-08-24T17:23:22Z

James Klassen at 16:20, 24 August 2018

2018-08-24T16:20:19Z

James Klassen at 16:19, 24 August 2018

2018-08-24T16:19:18Z

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 ====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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 #'''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 50: / Line 50: @@
 ====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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 | [[File:Nielsen_SS_100_Profile.jpg|frameless|link=http://rpm.rcabc.org/images/c/ca/Nielsen_SS_100_Profile.jpg|750px]]
 |}
 ====TECHNICAL DATA SHEET====
 N/A

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-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.
-Product Group: <b>STANDING SEAM METAL ROOF SYSTEM &#8211; SS 100 STANDING SEAM PANEL</b>
+====OVERVIEW====
 The New Tech Machinery Panel Machine is an on-site continuous metal roofing panel roll forming machine.  This machine produces Standing Seam - SS 100 with a seam height of 23.4 mm (15/16").  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====
 {| class="wikitable"
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 | [[File:Nielsen_SS_100_Profile.jpg|frameless|link=http://rpm.rcabc.org/images/c/ca/Nielsen_SS_100_Profile.jpg|750px]]
 |}
 <hr>
 [[Architectural Metal Roofing|<i class="fa fa-chevron-circle-left fa" ></i> Back to ''Site-Formed Metal Roofing Systems'']]
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 ! SS 100 Standing Seam Panel
 |-
-| [[File:Nielsen_SS_100_Profile.jpg|frameless|link=Architectural Metal Roofing|750px]]
+| [[File:Nielsen_SS_100_Profile.jpg|frameless|link=http://rpm.rcabc.org/images/c/ca/Nielsen_SS_100_Profile.jpg|750px]]
 |}

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 :#'''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>