Materials:(Laing) SS 150

Division C - Accepted Materials

---

Quadro Mechanical Lock Seam
by Laing Roofing Ltd.

The metal panel listed and described below is accepted for use in the RoofStar Guarantee Program.

Manufacturer Laing Roofing Ltd. Contact Address See the current Membership list and contact information at www.rcabc.org Product Group - Standing Seam Metal Roof System Panel Machine Schlebach Quadro SSQ2 Panel Name SS150 Date of Acceptance June 12, 2025 Seam Type Mechanical Lock 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 SS150 standing seam panel is formed with an on-site/in-shop continuous metal roofing panel roll forming machine New Tech Machinery SSQ II. This machine produces a standing seam panel with a seam height of 38.1 mm ( 1 1/2" ) and profiles can vary from 304.8 mm (12") wide up to 609.6 mm (24") wide.

SYSTEM DESCRIPTION

1. General: The SS150 panel is a standing seam concealed fastener roofing panel produced from coil stock. The maximum spacing of the clips is 609.6mm ( 24" ) on centre.
2. Seam Height: 38.1 mm (1-1/2")
3. Panel Widths: 304.8 mm (12") wide up to 609.6 mm (24") wide
4. Maximum Length: 46 m (150')
5. Range of Application: the panels are used on metal and wood sloped roofs in residential, institutional, industrial and commercial projects, for re-roofing or new construction.
6. Panel Attachment:
7. Panel Stiffeners: Optional for panel widths up to and including 304.8 mm (12") but required for wider panels (See Article 9.2.1.1., Sentence (5) in the Standard for Architectural Sheet Metal (ASM) Panels).
8. Fasteners (Screws):
   1. Fasteners used to attach panel clips to plywood must be (minimum) No. 10-12 pancake head wood screws. Minimum two fasteners per clip to be used. Length to penetrate plywood min 3/4".
   2. Fasteners used for drag load securement to resist all anticipated live and dead loads, including other environmental loads expected for the building’s size and location, to be determined by a registered P.Eng on a case by case basis.
9. Panel Clips: Two piece assembly consisting of steel base approx 25.4mm ( 1") wide x 144.3mm (4.5") long, minimum thickness of 0.8mm G-90 Galv. and an upper tab, 23.62mm (.93") high, minimum thickness of 0.6 G-90 Galv. One panel clip spaced at 609.6mm ( 24" ) on centre maximum. Minimum two fasteners per clip to be used. Length to penetrate plywood min 3/4". Clip spacing as specified on engineered shop drawings (Ref. Standard for Architectural Sheet Metal (ASM) Roof Systems, Article 3.1.3.3. and Article 3.1.3.5.)
10. Deck Requirements: in keeping with the Standard for Architectural Sheet Metal (ASM) Systems.

PROFILE

SSQ675 Panel

TECHNICAL DATA SHEET

Click below for the Technical Data Sheet

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

1. Wind Uplift Resistance: Panel securement shall conform to the requirements in Part 3 of the Standard for Architectural Sheet Metal (ASM) Systems.
2. Materials:RoofStar (RGC) accepted metal panel systems shall be formed of steel conforming to the requirements published in Section 9.2. of the Standard.

---

Back to Site-Formed Metal Roofing Systems

Back to Accepted Materials

Home