Materials:(Parker J.) Schlebach Quadro Plus 30/80 LM - Revision history

James Klassen: /* PERFORMANCE REQUIREMENTS */

2023-10-26T17:26:12Z

‎PERFORMANCE REQUIREMENTS

James Klassen at 17:05, 7 June 2023

2023-06-07T17:05:04Z

James Klassen at 17:14, 24 June 2021

2021-06-24T17:14:32Z

James Klassen at 22:49, 23 October 2020

2020-10-23T22:49:15Z

James Klassen at 22:55, 13 February 2019

2019-02-13T22:55:12Z

James Klassen at 17:16, 24 September 2018

2018-09-24T17:16:20Z

James Klassen at 17:23, 24 August 2018

2018-08-24T17:23:40Z

James Klassen at 16:20, 24 August 2018

2018-08-24T16:20:42Z

James Klassen at 16:18, 24 August 2018

2018-08-24T16:18:30Z

James Klassen at 16:16, 24 August 2018

2018-08-24T16:16:45Z

@@ Line 51: / Line 51: @@
 ====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 29: / Line 29: @@
 #'''Clips''':
 ##Two piece assembly consisting of a No. 18 or No. 16 MSG min thick coated steel base approximately 22 mm (1") wide x 125 mm (5") long and No. 24 MSG min thick steel upper tap section height 22 mm (1") as manufactured by metal Roofing Supply Inc. in Denver or equivalent shop formed clip by [http://parkerjohnston.com Parker Johnston Industries Ltd.] As per RoofStar Guarantee standard D6.1. One panel clip spaced at 600 mm (24") on centre.
-#'''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 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.
-#'''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>PARKER, JOHNSTON 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 Schlebach 1" Standing Seam metal roofing is a shop formed and an on-site continuous panel metal roofing machine. Panel profiles vary from 300 mm (12") to 500 mm (20") (standard width is 13", 15" or 20") with a seam height of 1". It can be rolled square, tapered and curved. It comes with no stiffening rib, with stiffening ribs and striation.
+On-site roll forming provides for the elimination of end laps with continuous panel forming capabilities in lengths up to 46 m (150').
+====SYSTEM DESCRIPTION====
-;1.1 <u>GENERAL</u>
+#'''General''':  Standing seam panels employ a hidden fastening system for securement to a solid substrate. Panels are seamed together with a mechanical seamer.
-: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.
+#'''Range of application''': on wood or metal sloped roofs; in commercial, institutional, industrial and residential construction; for re-roofing or new construction.
+#'''Fasteners (Screws)''':
-;1.2 <u>SYSTEM DESCRIPTION</u>
+##For panel clip to steel attachment to be No. 12-16 by 22 mm (1") long self-drilling, self-tapping, hex-washer head plated steel screws used without sealing washers. Two fasteners per panel clip used, inserted into panel clip guide holes.
-:.1 Standing seam panels employ a hidden fastening system for securement to a solid substrate. Panels are seamed together with a mechanical seamer.
+#'''Clips''':
-:.2 Range of application: on wood or metal-sloped roofs; in commercial, institutional, industrial and residential construction; for reroofing or new construction.
+##Two piece assembly consisting of a No. 18 or No. 16 MSG min thick coated steel base approximately 22 mm (1") wide x 125 mm (5") long and No. 24 MSG min thick steel upper tap section height 22 mm (1") as manufactured by metal Roofing Supply Inc. in Denver or equivalent shop formed clip by [http://parkerjohnston.com Parker Johnston Industries Ltd.] As per RoofStar Guarantee standard D6.1. One panel clip spaced at 600 mm (24") on centre.
-;.3 <b>Panel Attachment:</b>
+#'''Deck Requirements''': in keeping with the [http://rpm.rcabc.org/index.php/RoofStar_Guarantee_Standards_for_ASM_Systems RoofStar Guarantee Standards for ASM Systems].
 {| class="wikitable"
 |-
-! Schlebach Quadro Plus 30/80 LM Panel Profile
+! Schlebach Quadro
 |-
-| [[File:1-inch Mechanical Lock.jpg|frameless|link=http://rpm.rcabc.org/images/8/81/Parker_J_Schlebach_Quatro_30-80_Profile.jpg|750px]]
+| [[File:Parker_J_Schlebach_Quatro_30-80_Profile.jpg|frameless|link=http://rpm.rcabc.org/images/8/81/Parker_J_Schlebach_Quatro_30-80_Profile.jpg|750px]]
 |}
 <hr>

@@ Line 35: / Line 35: @@
 ! Schlebach Quadro Plus 30/80 LM Panel Profile
 |-
-| [[File:1-inch Mechanical Lock.jpg|frameless|link=Architectural Metal Roofing|750px]]
+| [[File:1-inch Mechanical Lock.jpg|frameless|link=http://rpm.rcabc.org/images/8/81/Parker_J_Schlebach_Quatro_30-80_Profile.jpg|750px]]
 |}

@@ Line 27: / Line 27: @@
 :#'''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: @@
 {| class="wikitable"
 |-
-! 1" Mechanical Lock (Standing Seam)
+! Schlebach Quadro Plus 30/80 LM Panel Profile
 |-
 | [[File:1-inch Mechanical Lock.jpg|frameless|link=Architectural Metal Roofing|1000px]]

@@ Line 25: / Line 25: @@
 ;1.4 <u>PERFORMANCE REQUIREMENTS</u>
 {| class="wikitable"
@@ Line 44: / Line 35: @@
 | [[File:1-inch Mechanical Lock.jpg|frameless|link=Architectural Metal Roofing|1000px]]
 |}
 <hr>
-[[Architectural Metal Roofing|<i class="fa fa-chevron-circle-left fa-2x" ></i> Back to ''Site-Formed Metal Roofing Systems'']]
+[[Materials by Product Type|<i class="fa fa-chevron-circle-left fa" ></i> Back to ''Accepted Materials'']]
 [[Main Page|Home]]