Difference between revisions of "Materials:(Flynn) Quadro SS150 Snap Seam"
Difference between revisions of "Materials:(Flynn) Quadro SS150 Snap Seam"
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− | Manufacturer: | + | __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''': Flynn Canada 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''': Quadro SS 150 (Snap Seam) | ||
− | + | 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. | |
+ | |} | ||
− | + | ====OVERVIEW==== | |
− | + | QUADRO Panel Machine is an on-site/in-shop continuous metal roofing panel roll forming machine. This machine produces Snap Seam – SS 100 with a seam height of 25 mm (1"). This machine can produce either a Nail Strip System or a Clip System. Panels can be produced from 225 mm (9") wide up to 400mm (16") wide. | |
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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'). | On-site roll forming provides for the elimination of end laps with continuous panel forming capabilities in lengths up to nominal 46 m (150'). | ||
− | ;1. | + | ====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 wood or metal sloped roofs; in commercial, institutional, industrial and residential construction; for re-roofing or new construction. | ||
+ | #'''Fasteners (Screws)''': | ||
+ | ##Fasteners used to attach panel clips to plywood must be No. 10-12 by 25 mm (1") long pancake head, No. 2 Phillips drive, A-point, coated steel screw. Minimum two fasteners per clip to be used. | ||
+ | #'''Panel Clips''': | ||
+ | ##One piece assembly 43.75 mm (1-3/4") wide, 31 mm (1-1/4") high. Minimum thickness 0.022 in. (No. 22 MSG). Clips spaced 600 mm (24") on centre fastened to plywood deck. <i>Englert</i> “Series 1000 Interlocking Clip”. | ||
− | + | ====PROFILE==== | |
− | + | N/A | |
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− | + | ====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 [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 RoofStar Guarantee Standards for ASM Roof Assemblies]. | ||
<hr> | <hr> |
Revision as of 14:31, 1 October 2018
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
QUADRO Panel Machine is an on-site/in-shop continuous metal roofing panel roll forming machine. This machine produces Snap Seam – SS 100 with a seam height of 25 mm (1"). This machine can produce either a Nail Strip System or a Clip System. Panels can be produced from 225 mm (9") wide up to 400mm (16") wide.
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: 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 wood or metal sloped roofs; in commercial, institutional, industrial and residential construction; for re-roofing or new construction.
- Fasteners (Screws):
- Fasteners used to attach panel clips to plywood must be No. 10-12 by 25 mm (1") long pancake head, No. 2 Phillips drive, A-point, coated steel screw. Minimum two fasteners per clip to be used.
- Panel Clips:
- One piece assembly 43.75 mm (1-3/4") wide, 31 mm (1-1/4") high. Minimum thickness 0.022 in. (No. 22 MSG). Clips spaced 600 mm (24") on centre fastened to plywood deck. Englert “Series 1000 Interlocking Clip”.
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 RoofStar Guarantee Standards for ASM Roof Assemblies.