Difference between revisions of "Materials:(Marine) MR-100"
Difference between revisions of "Materials:(Marine) MR-100"
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:.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. | :.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. | :.2 Roofing panels shall be factory formed or site formed. | ||
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;PART 3 - EXECUTION | ;PART 3 - EXECUTION | ||
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;3.3 <u>PROTECTION</u> | ;3.3 <u>PROTECTION</u> | ||
:.1 Treat, or isolate with protective material, any contacting surfaces of dissimilar materials to prevent electrolytic corrosion. | :.1 Treat, or isolate with protective material, any contacting surfaces of dissimilar materials to prevent electrolytic corrosion. | ||
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+ | ;PERFORMANCE REQUIREMENTS | ||
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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]. | ||
<hr> | <hr> | ||
+ | [[Architectural Metal Roofing|<i class="fa fa-chevron-circle-left fa" ></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]] | [[Main Page|Home]] |
Revision as of 16:01, 24 August 2018
Manufacturer: MARINE ROOFING (1996) LTD.
Contact Address: See the current Membership list and contact information at www.rcabc.org
Product Group: SEAM METAL ROOF SYSTEM – MR-100
- DESCRIPTION
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').
- PART 1 - GENERAL
1.1 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 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 Panel Attachment:
- 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.
1.3 DELIVERY, STORAGE AND 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.
- PART 2 - PRODUCTS
2.1 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.
- PART 3 - EXECUTION
3.1 EXAMINATION – EXISTING CONDITIONS
- .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 PREPARATION – FIELD MEASUREMENTS
- .1 Verify prior to fabrication.
- .2 If field measurements differ from drawing dimensions, notify Architect / Professional Engineer prior to fabrication.
- 3.3 PROTECTION
- .1 Treat, or isolate with protective material, any contacting surfaces of dissimilar materials to prevent electrolytic corrosion.
- 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 Architectural Sheet Metal (ASM) Roof Standards.