Difference between revisions of "Materials:(Admiral) AR9150 (Mechanical Lock)"
Difference between revisions of "Materials:(Admiral) AR9150 (Mechanical Lock)"
(One intermediate revision by the same user not shown) | |||
Line 1: | Line 1: | ||
__NOTOC__ | __NOTOC__ | ||
__NONUMBEREDHEADINGS__ | __NONUMBEREDHEADINGS__ | ||
+ | {{DISPLAYTITLE:<span style="position: absolute; clip: rect(1px 1px 1px 1px); clip: rect(1px, 1px, 1px, 1px);">{{FULLPAGENAME}}</span>}} | ||
+ | |||
+ | <big><big>Division C - Accepted Materials</big></big> | ||
+ | <hr> | ||
+ | <big><big><big><big><big>Admiral AR9150 (Mechanical Lock)</big></big></big></big></big><br> | ||
+ | <big><big><big>by Admiral Roofing Ltd.</big></big></big><br> | ||
{| class="wikitable" | {| class="wikitable" | ||
|- | |- | ||
Line 40: | Line 46: | ||
====PERFORMANCE REQUIREMENTS==== | ====PERFORMANCE REQUIREMENTS==== | ||
− | + | <ol> | |
− | + | <li>'''Wind Uplift Resistance''': Panel securement shall conform to the requirements in [https://rpm.rcabc.org/index.php?title=ASM_Roof_Systems_Standard#PART_3 Part 3] of the [http://rpm.rcabc.org/index.php?title=Standard_for_Architectural_Sheet_Metal_(ASM)_Systems Standard for Architectural Sheet Metal (ASM) Systems]. | |
+ | <li>'''Materials''':RoofStar (RGC) accepted metal panel systems shall be formed of steel conforming to the requirements published in [https://rpm.rcabc.org/index.php?title=ASM_Roof_Systems_Standard#Section_9.2._Materials Section 9.2.] of the Standard. | ||
+ | </li></ol> | ||
<hr> | <hr> |
Latest revision as of 17:05, 26 October 2023
Division C - Accepted Materials
Admiral AR9150 (Mechanical Lock)
by Admiral Roofing Ltd.
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 AR9150 standing seam panel is formed with an on-site/in-shop continuous metal roofing panel roll forming machine (Schlebach Quadro+). This machine produces a standing seam panel with a seam height of 38 mm (1½") and profiles can vary from 200 mm (8") wide up to 652.5 mm (26½") wide. This machine also produces a Nail-strip panel and a Snap-lock 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 AR9150 panel is a standing seam concealed fastener roofing panel. The panel is attached with a hidden roof deck panel clip fastened to the acceptable substrate. The panels are seamed together with a mechanical seamer. 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.
- Roof Deck Fasteners (Panel Clips): Two piece assembly consisting of steel base approx 25 mm (1") wide x 150 mm (6") long, minimum thickness of 0.036" (No. 20 MSG) and an upper tab, 41 mm (15/8") high, minimum thickness of 0.020" (No. 26 MSG). One panel clip spaced at 600 mm (24") on centre maximum.
- 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 Resistance: Panel securement shall conform to the requirements in Part 3 of the Standard for Architectural Sheet Metal (ASM) Systems.
- Materials:RoofStar (RGC) accepted metal panel systems shall be formed of steel conforming to the requirements published in Section 9.2. of the Standard.