To the top

Australia International

Product Tabs

Product Details
LSCZ
LSCZ
LSC Illustration
LSC Illustration

The LSC Light Staircase Stinger Connector offers a versatile, concealed connection between the stair stringer and the carrying header or boundary joist while replacing costly framing. Field slopeable to all common stair‑stringer pitches, the LSC connector is suitable for either solid or notched stringers.

Please check the Corrosion Information to see if it is suitable for your application.

Material

Carbon Steel 1.3mm thick

Finish

ZMAX® Galvanised

Features & Benefits
  • Replaces additional framing and toenailing
  • Suitable for most installations on 45mm x 250mm or 45mm x 300mm header/boundary joist
  • May be installed flush with the top of the carrying member or lower on the face
  • Interchangeable for left or right applications
  • LSCZ features a ZMAX® coating for additional corrosion protection
Installation
  • Use all specified fasteners 
  • Before fastening, position the stair stringer with the LSC on the carrying member to verify where the bend should be located
  • Tabs on the LSC must be positioned to the inside of the stairs
  • The fastener that is installed into the bottom edge of the stringer must go into the second‑to‑last hole
Model No. Table

Model No.

Rim Board Installation

Fasteners

(Nails: No. - Length x Dia., Screws: No. - Dia. x Length, mm)

Country

Design Download

Capacity (kN)

Rim Joist6

Stringer Wide Face

Stringer Narrow Face

LSCZ

LSCSS

Standard

8 – 38 x 3.75

8 – 38 x 3.75

1 – 38 x 3.75

AU

k1 = 0.69

4.14

NZ

k1 = 0.80

3.89

8 – SD#9 x 38

8 – SD#9 x 38

1 – SD#9 x 38

AU

k1 = 0.69

4.14

NZ

k1 = 0.80

3.41

Cantilever

8 – 38 x 3.75

8 – 38 x 3.75

1 – 38 x 3.75

AU

k1 = 0.69

2.24

NZ

k1 = 0.80

2.11

8 – SD#9 x 38

8 – SD#9 x 38

-

AU

k1 = 0.69

3.07

NZ

k1 = 0.80

2.53

  1. Design Capacity is the lesser of (1) the Characteristic Capacity multiplied by the Australian Capacity Factor, or the NZ Strength Reduction Factor (φ), and applicable the k modification factors following AS 1720.1 and NZS 3603 and (2) the Serviceability Capacity which is the load at 3.2mm joint slip. Design Capacity is the minimum of test data and structural joint calculation.
  2. For Australia, the Capacity Factor (φ) is 0.85 for nails and screws for structural joints in a Category 1 application. Reduce tabulated values where other Category applications govern. For NZ, the Strength Reduction Factor (φ) is 0.80 for nails in lateral load and 0.70 for other fasteners.
  3. Duration of Load Factor (k1) is as shown. Reduce Duration of Load Factor where applicable. Capacities may not be increased.
  4. Timber species for joint design is seasoned Radiata Pine, which is Australia Joint Group JD4 per AS 1720.1 Table H2.4 and New Zealand Joint Group J5 per NZS 3603 Table 4.1.
  5. Simpson Strong-Tie stainless-steel connectors require stainless-steel fasteners.
  6. When cross-grain bending or cross-grain tension cannot be avoided in the members, mechanical reinforcement to resist such forces may be considered.
  7. A minimum distance of 19mm measured from the lowest rim-joist fastener to edge of rim joist is required.
  8. Simpson Strong-Tie SD#9 x 38 Strong-Drive SD Connector screws may be substituted for 38 x 3.75 nails to achieve published nail values if the extra screw is installed in the narrow face of stringer.
 
Brochures & Catalogues
Technical Data & Docs

Technical Data Sheets

PDF icon Technical Data Sheet - LSC

Report Links

Warranty

Warranty

CAD Library
Inspiration
Request a Demo

Request a Demo/Sample*

Experience the innovation of Simpson Strong-Tie products and how we can help you build safer, stronger structures. Please fill out your details and submit the form below. We’ll be in touch to provide you a demo and/or send you samples*.

Request a Demo/Sample*

Experience the innovation of Simpson Strong-Tie products and how we can help you build safer, stronger structures. Please fill out your details and submit the form below. We’ll be in touch to provide you a demo and/or send you samples*.

Structural Connections

 

Unmatched Quality from the Truss to the Foundation

With nearly 60 years of field and R&D experience, Simpson Strong-Tie® timber connectors are manufactured to the industry's highest standards. From framing angles to straps to heavy-duty joist hangers, we offer the most diverse product line so that you have the right product for the job.

Simpson Strong-Tie® connectors offer unmatched quality with laboratory and field testing, and are backed by our uncompromising commitment to customer service. As the company that built the connector industry, you can count on Simpson Strong-Tie® to work closely with builders, engineers and building officials to deliver innovative, building code-compliant solutions to help build safer, stronger structures economically. Download the Structural Connectors Overview Flyer.

Timber Connectors

From testing to service to availability, everything we do is engineered to ensure your project's success. With every product, you know you are getting the quality, value, service and on-time delivery that we have built our reputation on for the past 60 years.

From straps and ties to joist hangers and much more, Simpson Strong-Tie® structural connectors increase the strength and safety of timber-frame structures. Each connector is unique to Simpson Strong-Tie and is designed for specific applications without the need to adapt metal plating to suit a connection. 

Steel Frame Connectors

From fully tested and engineered connectors and clips Simpson Strong-Tie® provides comprehensive structural solutions for cold-formed steel construction. From steel-to-steel connections to full-scale lateral solutions and curtain wall connectors, we remain committed to developing new technology that helps to advance the cold-formed steel industry.

Find out how Simpson Strong-Tie timber connectors can help you build the right way every day. Download the Cold-Fromed Steel Construction Connectors Catalogue.