Difference between revisions of "Materials:(Nielsen) SS 100"
Difference between revisions of "Materials:(Nielsen) SS 100"
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:.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 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 <u>PERFORMANCE REQUIREMENTS</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. |
| − | + | :#'''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]. | |
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:Click below for the '''SS 100 Profile'''. | :Click below for the '''SS 100 Profile'''. | ||
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:[[File:Pdf.png|150 px|link=http://rpm.rcabc.org/images/8/84/Nielsen_SS_100_Panel_Profile.pdf|'''Panel Profile''']] | :[[File:Pdf.png|150 px|link=http://rpm.rcabc.org/images/8/84/Nielsen_SS_100_Panel_Profile.pdf|'''Panel Profile''']] | ||
</div> | </div> | ||
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<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'']] |
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Revision as of 16:08, 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 – SS 100 STANDING SEAM PANEL
- DESCRIPTION
The New Tech Machinery Panel Machine is an on-site continuous metal roofing panel roll forming machine. This machine produces Standing Seam - SS 100 with a seam height of 23.4 mm (15/16"). 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.
