Difference between revisions of "Materials:(Marine) MR-100"

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Difference between revisions of "Materials:(Marine) MR-100"

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Manufacturer: <b>MARINE ROOFING (1996) LTD.</b>
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| style="background-color: #ffffcc; column-width:100%" | The metal panel listed and described below is accepted for use in the '''''RoofStar Guarantee Program'''''.
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{| class="wikitable"
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|-
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;'''Manufacturer''': Marine Roofing (1996) Ltd.
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;'''Contact Address''': See the current Membership list and contact information at [http://www.rcabc.org/members/find-a-member/ www.rcabc.org]
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;'''Product Group - Standing Seam Metal Roof System'''
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;'''Panel Machine''': New Tech Machinery
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;'''Panel Name''': MR-100
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;'''Seam Type''': Nail Strip / Interlocking
  
Contact Address: See the current Membership list and contact information at [http://www.rcabc.org/members/find-a-member/ '''www.rcabc.org''']
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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.
 
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Product Group: <b>SEAM METAL ROOF SYSTEM &#8211; MR-100</b>
 
 
 
;DESCRIPTION
 
  
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====OVERVIEW====
 
The 1" MR-100 is a metal roof panel formed from 24 gauge. The panel can be applied onto solid sheeting with or without insulation. Width from 300 mm (12") to 500 mm (20") wide with a 25 mm (1") height at the male rib.
 
The 1" MR-100 is a metal roof panel formed from 24 gauge. The panel can be applied onto solid sheeting with or without insulation. Width from 300 mm (12") to 500 mm (20") wide with a 25 mm (1") height at the male rib.
  
On-site rool forming provides for the elimination of end laps with continuous panel forming capabilities in lengths up to nominal 46 m (150').  
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On-site roll forming provides for the elimination of end laps with continuous panel forming capabilities in lengths up to nominal 46 m (150').  
 
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====SYSTEM DESCRIPTION====
;PART 1 - GENERAL
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#'''General''': Metal panels employ a hidden fastening system for securement to a solid substrate.  1" MR-100 panels are produced with a nail strip to eliminate the use of clips and allow the panel seams to interlock without having to use a mechanical seaming device.
 
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#'''Range of application''': on wood or metal sloped roofs, with or without exterior insulation; in commercial, institutional, industrial and residential construction; also used for roof replacement (retrofit) application.  
1.1 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.
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#'''Fabrication''':
 
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##Unless otherwise shown on drawings or specified herein, fabricate panels in continuous one piece lengths and fabricate flashings and accessories in longest practical lengths.
1.2 <u>SYSTEM DESCRIPTION</u>
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##Roofing panels shall be factory formed or site formed.
:.1 Metal panels employ a hidden fastening system for securement to a solid substrate.  1" MR-100 panels are produced with a nail strip to eliminate the use of clips and allow the panel seams to interlock without having to use a mechanical seaming device.
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##Verify prior to fabrication.
:.2 Range of application: on wood or metal sloped roofs, with or without exterior insulation; in commercial, institutional, industrial and residential construction; also used for roof replacement (retrofit) application.
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##If field measurements differ from drawing dimensions, notify Architect / Professional Engineer prior to fabrication.
:.3 Panel Attachment:
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#'''Fasteners (Screws)''': <u>Fasteners(Screws)</u> - Fasteners used to attach panels to steel or wood substrate to be No. 10 - 16 pancake head, No. 2 Phillips drive, self-drilling, coated screw.
 
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#'''Delivery, Storage & Handling''':
::<u>Fasteners(Screws)</u> - Fasteners used to attach panels to steel or wood substrate to be No. 10 - 16 pancake head, No. 2 Phillips drive, self-drilling, coated screw.
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##Protect against damage and discoloration.  
 
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##Handle panels with non-marring slings.  
1.3 <u>DELIVERY, STORAGE AND HANDLING</u>
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##Do not bend panels.  
:.1 Protect against damage and discoloration.  
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##Store panels above ground, with one end elevated for drainage.  
:.2 Handle panels with non-marring slings.  
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##Protect panels against standing water and condensation between adjacent surfaces.  
:.3 Do not bend panels.  
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##If panels become wet, immediately separate sheets, wipe dry with clean cloth, allow to air dry.
:.4 Store panels above ground, with one end elevated for drainage.  
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##Treat, or isolate with protective material, any contacting surfaces of dissimilar materials to prevent electrolytic corrosion.  
:.5 Protect panels against standing water and condensation between adjacent surfaces.  
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#'''Deck Requirements''': in keeping with the [http://rpm.rcabc.org/index.php/RoofStar_Guarantee_Standards_for_ASM_Systems RoofStar Guarantee Standards for ASM Systems].
:.6 If panels become wet, immediately separate sheets, wipe dry with clean cloth, allow to air dry.  
 
 
 
;PART 2 - PRODUCTS
 
 
 
2.1 <u>FABRICATION</u>
 
:.1 Unless otherwise shown on drawings or specified herein, fabricate panels in continuous one piece lengths and fabricate flashings and accessories in longest practical lengths.
 
:.2 Roofing panels shall be factory formed or site formed.
 
 
 
;PART 3 - EXECUTION
 
 
 
3.1 <u>EXAMINATION &#8211; EXISTING CONDITIONS</u>
 
:.1 Verify that structural deck to receive panels is complete, in true plane, secure and otherwise properly prepared.
 
:.2 Prior to starting work, notify General Contractor about defects requiring correction.  
 
:.3 Do not start work until conditions are satisfactory.
 
  
3.2 <u>PREPARATION &#8211; FIELD MEASUREMENTS</u>
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====PROFILE====
:.1 Verify prior to fabrication.
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N/A
:.2 If field measurements differ from drawing dimensions, notify Architect / Professional Engineer prior to fabrication.
 
  
;3.3 <u>PROTECTION</u>
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====TECHNICAL DATA SHEET====
:.1 Treat, or isolate with protective material, any contacting surfaces of dissimilar materials to prevent electrolytic corrosion.
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N/A
  
;PERFORMANCE REQUIREMENTS
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====SITE CONDITIONS====
 +
#Minimum roof slope is 1:4 (3" in 12"). Severe conditions (heavy snow or ice) minimum slope is 1:1.5 (8" in 12").
 +
#Verify that structural deck to receive panels is complete, in true plane, secure and otherwise properly prepared.
 +
#Prior to starting work, notify General Contractor about defects requiring correction.
 +
#Do not start work until conditions are satisfactory.
  
:#'''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.
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====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.
 +
#'''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>
 
<hr>

Revision as of 22:25, 28 April 2020


The metal panel listed and described below is accepted for use in the RoofStar Guarantee Program.
Manufacturer
Marine Roofing (1996) Ltd.
Contact Address
See the current Membership list and contact information at www.rcabc.org
Product Group - Standing Seam Metal Roof System
Panel Machine
New Tech Machinery
Panel Name
MR-100
Seam Type
Nail Strip / Interlocking

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 1" MR-100 is a metal roof panel formed from 24 gauge. The panel can be applied onto solid sheeting with or without insulation. Width from 300 mm (12") to 500 mm (20") wide with a 25 mm (1") height at the male rib.

On-site roll forming provides for the elimination of end laps with continuous panel forming capabilities in lengths up to nominal 46 m (150').

SYSTEM DESCRIPTION

  1. General: Metal panels employ a hidden fastening system for securement to a solid substrate. 1" MR-100 panels are produced with a nail strip to eliminate the use of clips and allow the panel seams to interlock without having to use a mechanical seaming device.
  2. Range of application: on wood or metal sloped roofs, with or without exterior insulation; in commercial, institutional, industrial and residential construction; also used for roof replacement (retrofit) application.
  3. Fabrication:
    1. Unless otherwise shown on drawings or specified herein, fabricate panels in continuous one piece lengths and fabricate flashings and accessories in longest practical lengths.
    2. Roofing panels shall be factory formed or site formed.
    3. Verify prior to fabrication.
    4. If field measurements differ from drawing dimensions, notify Architect / Professional Engineer prior to fabrication.
  4. Fasteners (Screws): Fasteners(Screws) - Fasteners used to attach panels to steel or wood substrate to be No. 10 - 16 pancake head, No. 2 Phillips drive, self-drilling, coated screw.
  5. Delivery, Storage & Handling:
    1. Protect against damage and discoloration.
    2. Handle panels with non-marring slings.
    3. Do not bend panels.
    4. Store panels above ground, with one end elevated for drainage.
    5. Protect panels against standing water and condensation between adjacent surfaces.
    6. If panels become wet, immediately separate sheets, wipe dry with clean cloth, allow to air dry.
    7. Treat, or isolate with protective material, any contacting surfaces of dissimilar materials to prevent electrolytic corrosion.
  6. Deck Requirements: in keeping with the RoofStar Guarantee Standards for ASM Systems.

PROFILE

N/A

TECHNICAL DATA SHEET

N/A

SITE CONDITIONS

  1. Minimum roof slope is 1:4 (3" in 12"). Severe conditions (heavy snow or ice) minimum slope is 1:1.5 (8" in 12").
  2. Verify that structural deck to receive panels is complete, in true plane, secure and otherwise properly prepared.
  3. Prior to starting work, notify General Contractor about defects requiring correction.
  4. Do not start work until conditions are satisfactory.

PERFORMANCE REQUIREMENTS

  1. 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.
  2. Materials:RoofStar (RGC) accepted metal panel systems shall be formed of steel conforming to the standards published in the RoofStar Guarantee Standards for ASM Systems.


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