Materials:(Lam) Schlebach 1" - Revision history

James Klassen: /* PERFORMANCE REQUIREMENTS */

2023-10-26T17:15:37Z

‎PERFORMANCE REQUIREMENTS

James Klassen at 16:39, 7 June 2023

2023-06-07T16:39:49Z

James Klassen at 17:10, 24 June 2021

2021-06-24T17:10:50Z

James Klassen: /* PERFORMANCE REQUIREMENTS */

2020-04-28T21:38:15Z

‎PERFORMANCE REQUIREMENTS

James Klassen: James Klassen moved page Materials:(Lam) Schlebach to Materials:(Lam) Schlebach 1"

2018-10-09T15:19:29Z

James Klassen moved page Materials:(Lam) Schlebach to Materials:(Lam) Schlebach 1"

James Klassen at 15:19, 9 October 2018

2018-10-09T15:19:15Z

James Klassen at 17:02, 24 September 2018

2018-09-24T17:02:23Z

James Klassen at 15:57, 24 August 2018

2018-08-24T15:57:31Z

James Klassen at 22:09, 1 December 2016

2016-12-01T22:09:12Z

James Klassen: James Klassen moved page Materials:Lam Schlebach to Materials:(Lam) Schlebach

2016-10-12T15:18:54Z

James Klassen moved page Materials:Lam Schlebach to Materials:(Lam) Schlebach

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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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 #'''Fasteners (Screws)''': To secure panel clips to steel, use No. 12-16 by 22 mm (1") long self-drilling, self-tapping, hex-washer head plated steel screws without sealing washers. Two fasteners per panel clip used, inserted into panel clip guide holes.
 #'''Panel 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. One panel clip spaced at 600 mm (24") O.C.
 ====PROFILE====
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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.
-#'''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 38: / Line 38: @@
 ====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>

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-Manufacturer: <b>LAM METAL CONTRACTING 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; SCHLEBACH 1"</b>
+====OVERVIEW====
-;DESCRIPTION
+====SYSTEM DESCRIPTION====
-: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.
+====PROFILE====
-;1.1 <u>GENERAL</u>
+====TECHNICAL DATA SHEET====
-: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
-;1.2 <u>SYSTEM DESCRIPTION</u>
+====SITE CONDITIONS====
-:.1 Standing seam panels employ a hidden fastening system for securement to a solid substrate. Panels are seamed together with a mechanical seamer.
+#Minimum roof slope is 1:4 (3" in 12"). Severe conditions (heavy snow or ice) minimum slope is 1:1.5 (8" in 12").
-;1.3 <u>SITE CONDITIONS</u>
+====PERFORMANCE REQUIREMENTS====
-:.1 Minimum roof slope is 1:6 (2" in 12"). Severe conditions (heavy snow or ice) minimum slope is 1:1.5 (8" in 12").
+#'''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].
 <hr>

← Older revision	Revision as of 15:19, 9 October 2018
(No difference)

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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>

@@ Line 25: / Line 25: @@
 ;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>
+[[Materials by Product Type|<i class="fa fa-chevron-circle-left fa" ></i> Back to ''Accepted Materials'']]
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← Older revision	Revision as of 15:18, 12 October 2016
(No difference)