Materials:(Lam) ESE 100 - Revision history

James Klassen: /* PERFORMANCE REQUIREMENTS */

2023-10-26T17:14:15Z

‎PERFORMANCE REQUIREMENTS

James Klassen at 16:37, 7 June 2023

2023-06-07T16:37:11Z

James Klassen at 17:09, 24 June 2021

2021-06-24T17:09:19Z

James Klassen at 21:37, 28 April 2020

2020-04-28T21:37:23Z

James Klassen: /* SYSTEM DESCRIPTION */

2018-10-01T17:09:16Z

‎SYSTEM DESCRIPTION

James Klassen at 17:05, 1 October 2018

2018-10-01T17:05:04Z

James Klassen at 17:00, 24 September 2018

2018-09-24T17:00:36Z

James Klassen at 15:54, 24 August 2018

2018-08-24T15:54:57Z

James Klassen at 22:08, 1 December 2016

2016-12-01T22:08:10Z

James Klassen: James Klassen moved page Materials:Lam ESE 100 to Materials:(Lam) ESE 100

2016-10-12T15:17:23Z

James Klassen moved page Materials:Lam ESE 100 to Materials:(Lam) ESE 100

@@ 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.
+<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"
 |-

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 ##One-piece clips are 1.5" wide by 1" high with a 1" base in 24 Ga., as manufactured by Lam Metal.
 ##Two-part clip assembly consists of a 24 Ga. minimum thick coated steel base approximately 1" wide x 5" long, together with a 24 Ga. minimum thick steel upper tap section height 1" as manufactured by Logan Stamping Ltd.
 ====PROFILE====
@@ Line 40: / Line 41: @@
 ====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 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_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>

@@ Line 27: / Line 27: @@
 #'''Panel Clips''':
 ##One-piece clips are 1.5" wide by 1" high with a 1" base in 24 Ga., as manufactured by Lam Metal.
-##Two-part clip assembly consists of a 24 Ga. msg minimum thick coated steel base approximately 1" wide x 5" long, together with a 24 Ga. msg minimum thick steel upper tap section height 1" as manufactured by Logan Stamping Ltd.
+##Two-part clip assembly consists of a 24 Ga. minimum thick coated steel base approximately 1" wide x 5" long, together with a 24 Ga. minimum thick steel upper tap section height 1" as manufactured by Logan Stamping Ltd.
 ====PROFILE====

@@ Line 1: / Line 1: @@
-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.
+|}
 The ESE 100 Standing Seam Metal roof is shop formed and on site continuous panel metal roofing machine. Panel profiles vary from 330 mm (13") to 533 mm (21") wide with a seam height of 25 mm (1"). Standard width is 13", 15" or 21". It can be formed with optional stiffening ribs or striation to reduce oil canning. The panel can also be formed into curved and tapered panels. Batterns can be attached to the 1" seam height for a more distinct architectural look.
-;1.1 <u>GENERAL</u>
+====SYSTEM DESCRIPTION====
-: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.
+#'''General''': Standing seam panels use a hidden fastening system for securement to a solid substrate.  The panels are seamed together with a mechanical seamer.
+#'''Range of application''': on wood or metal sloped roofs; in commercial, institutional, industrial and residential construction; for re-roofing or new construction.
-;1.2 <u>SYSTEM DESCRIPTION</u>
+#'''Fasteners (Screws)''': For panel clip to steel attachment to be No. 13-16 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 use a hidden fastening system for securement to a solid substrate.  The panels are seamed together with a mechanical seamer.
+#'''Panel Clips''':
-:.2 The range of application for this panel: on wood or metal sloped roofs; in residential, commercial, institutional and industrial applications; for reproofing or new construction.
+##One-piece clips are 1.5" wide by 1" high with a 1" base in 24 Ga., as manufactured by Lam Metal.
-:.3 <b>Panel Attachment:</b>
+##Two-part clip assembly consists of a 24 Ga. msg minimum thick coated steel base approximately 1" wide x 5" long, together with a 24 Ga. msg minimum thick steel upper tap section height 1" as manufactured by Logan Stamping Ltd.
-::;Roof Deck Fasteners (Panel Clip)
+====PROFILE====
-::There are two types. One piece 1.5" wide by 1" high with a 1" base in 24 ga as manufactured by Lam Metal. Two parts assembly consisting of a a24 ga msg minimum thick coated steel base approximately 1" wide x 5" long and 24 ga msg minimum thick steel upper tap section height 1" as manufactured by Logan Stamping Ltd.
+N/A
-;1.3 <u>SITE CONDITIONS</u>
+====TECHNICAL DATA SHEET====
-:.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").
+N/A
-;1.4 <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>

@@ Line 27: / Line 27: @@
 ;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>
-[[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'']]
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