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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 Corrosion Information 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 Joist Installation

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

Design Download Capacity (kN)
k1 = 0.69

Rim Joist6

Stringer Wide Face

Stringer Narrow Face

LSCZ

Supported8

8 – 40 x 3.75

8 – 38 x 3.75

1 – 38 x 3.75

3.47

8 – SD#9 x 38

8 – SD#9 x 38

2.33

Standard

8 – 40 x 3.75

8 – 38 x 3.75

1 – 38 x 3.75

4.14

8 – SD#9 x 38

8 – SD#9 x 38

1 – SD#9 x 38

4.14

Cantilever

8 – 40 x 3.75

8 – 38 x 3.75

1 – 38 x 3.75

2.24

8 – SD#9 x 38

8 – SD#9 x 38

3.07

  1. Design Capacity is the lesser of (1) the Characteristic Capacity multiplied by the the Australian Capacity Factor (φ), and applicable the k modification factors following AS 1720.1 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. 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.
  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.
  5. When cross-grain bending or cross-grain tension cannot be avoided in the members, mechanical reinforcement to resist such forces may be considered.
  6. A minimum distance of 19mm measured from the lowest rim-joist fastener to edge of rim joist is required.
  7. 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.
 
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Technical Data Sheets

PDF icon Technical Data Sheet - LSC

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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*.

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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.

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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. Download the Timber Construction Connectors Catalogue (2016-2018).