Difference between revisions of "Materials:(Nielsen) FF 100"
Difference between revisions of "Materials:(Nielsen) FF 100"
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Revision as of 16:17, 24 August 2018
Manufacturer: NIELSEN ROOFING & SHEET METAL LTD.
Contact Address: See the current Membership list and contact information at www.rcabc.org
Product Group: STANDING SEAM METAL ROOF SYSTEM – FF 100 PANEL SNAP LOCK
- DESCRIPTION
The New Tech Machinery Panel Machine is an on-site continuous metal roofing panel roll forming machine. This machine produces Snap Lock - FF 100 with a seam height of 25 mm (1"). The panel profile varies from 305 mm (12") to 610 mm (24") wide.
On-site roll forming provides for the elimination of end laps with continuous panel forming capabilities in lengths up to nominal 46m (150').
- 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 Metal panels employ a hidden fastening system for securement to a solid substrate. 1" Snap-Lock panels are produced with a nail strip to eliminate the use of clips and allows the panel seams to interlock without having to use a mechanical seaming device.
- .2 The range of application for this panel: on wood or metal sloped roofs; in commercial, institutional, industrial and residential applications; for re-roofing or new construction.
- .3 Panel Attachment:
- Fasteners - used to attach to plywood to be #10-12 x 25mm (1") long, pancake head, No. 2 Phillips or Robertson drive, A-point, coated steel screw. Fasteners to be spaced min. 610 mm (24") on centre fastened to plywood deck.
- .4 Plywood decking is to be a nominal 13 mm (1/2") thick or thicker.
- 1.3 SITE CONDITIONS
- .1 Minimum roof slope is 1:4 (3" in 12"). Severe conditions (heavy snow or ice) minimum slope is 1:2.5 (8" in 12").
- 1.4 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.
- Click below for the SS 100 Profile.
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