Difference between revisions of "Materials:(Admiral) AR5150 (Snap Lock)"
Difference between revisions of "Materials:(Admiral) AR5150 (Snap Lock)"
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#'''Fasteners (Screws)''': Fasteners used to attach panels to plywood to be No. 10-12 by 25 mm (1") long pancake head wood screws. Minimum two fasteners per clip to be used. | #'''Fasteners (Screws)''': Fasteners used to attach panels to plywood to be No. 10-12 by 25 mm (1") long pancake head wood screws. Minimum two fasteners per clip to be used. | ||
#'''Panel Clips''': One-piece assembly 57.15 mm (2-1/4") wide, 38 mm (1-1/2") high, minimum thickness 0.036" (No. 20 MSG). Clips spaced maximum 600 mm (24") O.C., fastened to the roof deck. | #'''Panel Clips''': One-piece assembly 57.15 mm (2-1/4") wide, 38 mm (1-1/2") high, minimum thickness 0.036" (No. 20 MSG). Clips spaced maximum 600 mm (24") O.C., fastened to the roof deck. | ||
| + | #'''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==== | ====PROFILE==== | ||
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====PERFORMANCE REQUIREMENTS==== | ====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. | #'''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 | + | #'''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]. |
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<hr> | <hr> | ||
Revision as of 18:02, 15 June 2021
| The metal panel listed and described below is accepted for use in the RoofStar Guarantee Program. |
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 AR5150 Snap Lock panel is formed with an on-site / in-shop continuous metal roofing panel roll forming machine (Schlebach Quadro Plus). This machine produces a Snap-lock panel with a seam height of 38 mm (1-1/2") and profiles can vary from 200 mm (8") wide up to 500 mm (20") wide. This machine also produces a Nail-strip panel and a mechanically seamed panel.
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
- General: The AR5150 SL panel is a snap-lock concealed fastener roofing panel. The panel is attached with a hidden roof deck panel clip fastened to the acceptable substrate. The overlying panel (female rib) locks together with the underlying panel’s intergrated clip (male) and roof deck panel clips. The maximum spacing of the clips is 600 mm (24") on centre.
- Range of application: on wood or metal sloped roofs; in commercial, institutional, industrial and residential construction; for re-roofing or new construction.
- Fasteners (Screws): Fasteners used to attach panels to plywood to be No. 10-12 by 25 mm (1") long pancake head wood screws. Minimum two fasteners per clip to be used.
- Panel Clips: One-piece assembly 57.15 mm (2-1/4") wide, 38 mm (1-1/2") high, minimum thickness 0.036" (No. 20 MSG). Clips spaced maximum 600 mm (24") O.C., fastened to the roof deck.
- 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 1:4 (3" 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.