Difference between revisions of "Materials:(Lam) Berridge T-Panel"

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Difference between revisions of "Materials:(Lam) Berridge T-Panel"

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;1.4 <u>PERFORMANCE REQUIREMENTS</u>
 
;1.4 <u>PERFORMANCE REQUIREMENTS</u>
:.1 <u>Wind Uplift Standards</u>:
 
::The Berridge T-Panel complies with UL 90, No. 580 Wind Uplifting Resistance of Roof Assemblies, and UL Fire Resistance Roof Assemblies, No. P-224, 225, 227, 230, 237, 508, 512, 701 and 803.
 
  
;1.5 <u>Material</u>
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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.
:ASTM Standard specifications A446-85 Grade C, G-90 coasting ASTM A 653 &#8211;94 and 924-94, 24 gauge hot-dipped galvanized pre-finished steel. ASTM standard specification 792-86 24 gauge pre-finished Galvalume<sup>&#174;</sup>.
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:#'''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].
 
 
;1.6 <u>Paint Finish</u>
 
:Fluorocarbon coating finish, Kynar 500<sup>&#174;</sup> or Hylar 5000&#8482; with a top side film thickness of 0.70 to 0.90 mil over 0.25 to 0.31 mil primer coat to a total dry film thickness of 0.95 to 1.25 mil. Primer coat on bottom side of panel shall be a dry film thickness of 0.25 mil.  
 
  
 
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Revision as of 15:56, 24 August 2018

Manufacturer: LAM METAL CONTRACTING LTD.

Contact Address: See the current Membership list and contact information at www.rcabc.org

Product Group: STANDING SEAM METAL ROOF SYSTEM – LAM METAL BERRIDGE T-PANEL, COMPOUND CURVED & TAPERED TEE-PANEL

DESCRIPTION
Lam Metal Berridge T-Panel can be roll formed as straight, tapered or curved to any radius greater than 10’ in continuous length from a coil. Panel width is 12 ¾" (324 mm) with a 5/8" (16 mm) leg, and a nominal 1" (25 mm) seam height after clipping on the Snap-On Seam.

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 Berridge T-Panel employ a hidden fastening system for securement to a solid substrate. Panel seams are covered by extruded vinyl weatherseal to prevent siphoning or flooding over seam and the panels are seamed together by Snap-On Seam.
.2 Range of application: on wood or metal sloped roofs; in commercial, institutional, industrial and residential construction; for reroofing or new construction.
.3 Panel Attachment:
Fasteners (Screws)
Use 11 gauge 1¼" galvanized roofing for installation over wood, and use #10 x 1¼" pancake head teks screws for installation over metal. One fastener per clip @ minimum 20" OC.
Roof Deck Fasteners (Panel Clips)
One piece assembly consisting of a No. 26 GA minimum thick coated steel base approximately 1" wide x 2" long as manufactured by Berridge Manufacturing in Denver, USA.
1.3 SITE CONDITIONS
.1 Minimum roof slope is 3:12 (3" 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: 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 Architectural Sheet Metal (ASM) Roof Standards.


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