Materials:(Mainline) ESE 150 - Revision history

James Klassen: /* PERFORMANCE REQUIREMENTS */

2023-10-26T17:21:55Z

‎PERFORMANCE REQUIREMENTS

James Klassen at 16:51, 7 June 2023

2023-06-07T16:51:42Z

James Klassen at 17:19, 24 June 2021

2021-06-24T17:19:14Z

James Klassen: /* PERFORMANCE REQUIREMENTS */

2020-04-28T21:36:09Z

‎PERFORMANCE REQUIREMENTS

James Klassen at 21:35, 28 April 2020

2020-04-28T21:35:02Z

James Klassen at 17:06, 24 September 2018

2018-09-24T17:06:02Z

James Klassen at 16:00, 24 August 2018

2018-08-24T16:00:00Z

James Klassen at 22:10, 1 December 2016

2016-12-01T22:10:07Z

James Klassen: James Klassen moved page Materials:Mainline ESE 150 to Materials:(Mainline) ESE 150

2016-10-12T15:19:23Z

James Klassen moved page Materials:Mainline ESE 150 to Materials:(Mainline) ESE 150

James Klassen: Created page with "Manufacturer: MAINLINE ROOFING CO. LTD. Contact Address: See Membership List in Section 1. Product Group: STANDING SEAM METAL ROOF SYSTEM – ESE 150 STANDIN..."

2016-07-12T18:53:53Z

Created page with "Manufacturer: MAINLINE ROOFING CO. LTD. Contact Address: See Membership List in Section 1. Product Group: STANDING SEAM METAL ROOF SYSTEM – ESE 150 STANDIN..."

New page
Manufacturer: MAINLINE ROOFING CO. LTD.

Contact Address: See Membership List in Section 1.

Product Group: STANDING SEAM METAL ROOF SYSTEM – ESE 150 STANDING SEAM PANEL

;DESCRIPTION

The ESE 150 is an on-site continuous panel metal roofing machine. Panel profiles vary from 300 mm (12") to 500 mm (20") wide with a standing seam height of 38 mm (1 1/2"). This on-site manufacturing eliminates the need for end laps, with continuous panel forming capabilities in lengths up to 30.77 m (100').

;1.1 GENERAL
:The roofing assembly / material information published in the 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.

;1.2 SYSTEM DESCRIPTION
:.1 Standing seam panels use a hidden fastening clip system for mechanical fastening to a solid substrate. The maximum spacing of the clips is 600 mm (24") on centre. The panels are locked together, with the clips as part of the seam, by use of a mechanical seamer.
:.2 The range of application for this panel: on sloped wood or metal roof decks; in residential, commercial, and industrial applications; for new or reroof.
:.3 Panel Attachment:
::; Panel Clips –
::One piece clip 64 mm (2 ") wide by 38 mm (1 ½") high with a 16 mm (3/4") base. The minimum thickness is 22 gauge metal; fastened to a plywood deck 600 mm (24") on centre. Manufactured by Architectural Metal Specialities Inc.
::;Fasteners
::Used to attach clips to plywood to be #8 x 1" long, pancake head, A-point, coated steel screw. Minimum two screws per clip. For steel decking or Z-girts the same size of screw with a pancake head, having a self-drill and tap point, and again two screws per clip.
:.4 Plywood decking is to be a nominal 13 mm (1/2") thick or thicker.

;1.3 SITE CONDITIONS
:.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").

;1.4 PERFORMANCE REQUIREMENTS
:.1 Wind Uplift Standards:
::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.

::A simplified design procedure developed by NRC-CNRC for selecting wind pressure calculations for metal roof assemblies by region (location) and building height in the Province of British Columbia is provided in TAB 8.1.5 to assist designers.

::RGC accepted metal panel systems shall be formed of steel conforming to one of the following material specifications, as applicable:
::* ASTM Standard Specification A653 / A653M, Sheet Steel, Zinc-Coated (Galvanized) or Zinc-Iron Alloy Coated (Galvannealed) by the hot dip process, minimum Grade 33, with a design thickness of 24 gauge. (0.024") or greater and a minimum zinc coating designation Z275 (G-90).
::* ASTM Standard Specification A792 / A792M, Steel Sheet, 55% Aluminum-Zinc Alloy-Coated by the Hot-Dip Process, minimum Grade 33, with a design thickness of 24 gauge (0.024") or greater and minimum coating designation AZ150.

<hr>

[[Architectural Metal Roofing| Back to ''Site-Formed Metal Roofing Systems'']]

[[Main Page|Home]]

@@ Line 45: / Line 45: @@
 ====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: @@
 #'''Fasteners (Screws)''': Used to attach clips to plywood to be #8 x 1" long, pancake head, A-point, coated steel screw. Minimum two screws per clip. For steel decking or Z-girts the same size of screw with a pancake head, having a self-drill and tap point, and again two screws per clip.
 #'''Panel Clips''': One piece clip 64 mm (2 ") wide by 38 mm (1 &#189;") high with a 16 mm (3/4") base. The minimum thickness is 22 gauge metal; fastened to a plywood deck 600 mm (24") on centre.  Manufactured by Architectural Metal Specialties Inc.
-#'''Deck Requirements''': Plywood decking is to be a nominal 13 mm (1/2") thick or thicker.
+#'''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 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_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 1: / Line 1: @@
-Manufacturer: <b>MAINLINE ROOFING CO. 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; ESE 150 STANDING SEAM PANEL</b>
+====OVERVIEW====
-;DESCRIPTION
+====SYSTEM DESCRIPTION====
+#'''General''': Standing seam panels use a hidden fastening clip system for mechanical fastening to a solid substrate. The maximum spacing of the clips is 600 mm (24") on centre. The panels are locked together, with the clips as part of the seam, by use of a mechanical seamer.
-The ESE 150 is an on-site continuous panel metal roofing machine. Panel profiles vary from 300 mm (12") to 500 mm (20") wide with a standing seam height of 38 mm (1 1/2").  This on-site manufacturing eliminates the need for end laps, with continuous panel forming capabilities in lengths up to 30.77 m (100').
+#'''Range of application''': on sloped wood or metal roof decks; in residential, commercial, and industrial applications; for new or re-roofing.
-;1.1 <u>GENERAL</u>
+====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
-;1.2 <u>SYSTEM DESCRIPTION</u>
+====TECHNICAL DATA SHEET====
-:.1 Standing seam panels use a hidden fastening clip system for mechanical fastening to a solid substrate. The maximum spacing of the clips is 600 mm (24") on centre. The panels are locked together, with the clips as part of the seam, by use of a mechanical seamer.
+N/A
-;1.3 <u>SITE CONDITIONS</u>
+====SITE CONDITIONS====
-:.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").
+#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.
+====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 26: / Line 26: @@
 ;1.4 <u>PERFORMANCE REQUIREMENTS</u>
-::A simplified design procedure developed by NRC-CNRC for selecting wind pressure calculations for metal roof assemblies by region (location) and building height in the Province of British Columbia is provided in TAB 8.1.5 to assist designers.
+:#'''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'']]
 [[Main Page|Home]]

← Older revision	Revision as of 15:19, 12 October 2016
(No difference)