Difference between revisions of "Materials:(Western) ESE 150"

Revision as of 17:59, 15 June 2021

The metal panel listed and described below is accepted for use in the RoofStar Guarantee Program.

Manufacturer Western Roofing (Master Roofers) Ltd. Contact Address See the current Membership list and contact information at www.rcabc.org Product Group - Standing Seam Metal Roof System Panel Machine ESE 150 Panel Name Standing Seam Metal Roof System Seam Type Mechanical The roofing assembly / material information published below and 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. For more information about this product or system, consult the manufacturer.

OVERVIEW

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').

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.
Range of application: on sloped wood or metal roof decks; in residential, commercial, and industrial applications; for new or re-roofing.
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 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 Specialties Inc.
Deck Requirements: in keeping with the Standard for Architectural Sheet Metal (ASM) Systems.

PROFILE

N/A

TECHNICAL DATA SHEET

N/A

SITE CONDITIONS

Minimum roof slope is 1:6 (2" in 12"). Severe conditions (heavy snow or ice) minimum slope is 1:1.5 (8" in 12").

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 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 Standard for Architectural Sheet Metal (ASM) Systems.

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@@ Line 1: / Line 1: @@
-Manufacturer: <b>WESTERN ROOFING MASTER ROOFERS LTD.</b>
+__NOTOC__
+__NONUMBEREDHEADINGS__
+{| class="wikitable"
+|-
+| style="background-color: #ffffcc; column-width:100%" | The metal panel listed and described below is accepted for use in the '''''RoofStar Guarantee Program'''''.
+|}
+{| class="wikitable"
+|-
+|
+;'''Manufacturer''': Western Roofing (Master Roofers) Ltd.
+;'''Contact Address''': See the current Membership list and contact information at [http://www.rcabc.org/members/find-a-member/ www.rcabc.org]
+;'''Product Group - Standing Seam Metal Roof System'''
+;'''Panel Machine''': ESE 150
+;'''Panel Name''': Standing Seam Metal Roof System
+;'''Seam Type''': Mechanical
-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====
+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').
-;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.
+#'''Range of application''': on sloped wood or metal roof decks; in residential, commercial, and industrial applications; for new or re-roofing.
+#'''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''': 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].
-: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").
+====PROFILE====
+N/A
-:This on-site manufacturing eliminates the need for end laps, with continuous panel forming capabilities in lengths up to 30.77 m (100').
+====TECHNICAL DATA SHEET====
+N/A
-;1.1 <u>GENERAL</u>
+====SITE CONDITIONS====
-: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.
+#Minimum roof slope is 1:6 (2" in 12"). Severe conditions (heavy snow or ice) minimum slope is 1:1.5 (8" in 12").
-;1.2 <u>SYSTEM DESCRIPTION</u>
-:.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 &#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 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 <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?title=Standard_for_Architectural_Sheet_Metal_(ASM)_Systems Standard for Architectural Sheet Metal (ASM) Systems].
-;1.4 <u>PERFORMANCE REQUIREMENTS</u>
-:#'''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 Architectural Sheet Metal (ASM) Roof Standards].
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