Strong-Drive® SDS HEAVY-DUTY CONNECTOR Screw 

The Simpson Strong-Tie® Strong-Drive® SDS HEAVY-DUTY CONNECTOR screw is a 1/4" diameter structural wood screw ideal for various connector installations as well as wood-to-wood applications. It installs with no predrilling and has been extensively tested in various applications. The new SDS is improved with a patented easy driving 4CUT™ tip and a corrosion resistant double-barrier coating.

The SDS Strong-Drive® 1/4" wood screw line has expanded to include stainless-steel SDS screws in 1 1/2" to 3 1/2" lengths, suitable for fastening Simpson Strong-Tie stainless-steel products. Offering the same easy-driving, split-reducing installation of the standard SDS screw, these screws are made from type 316 stainless steel. The new stainless-steel SDS screws are appropriate for higher-exposure environments where maximum corrosion-resistance is required.

Key Features

• Designed for installation in Simpson Strong-Tie® structural connectors as well as wood-to-wood applications Available with a double-barrier coating and type 316 stainless steel
• 3/8" hex head
• Patented 4-CUT™ point (coated version) and type-17 point (stainless version) enable easy driving with no pre-drilling and minimal splitting
• Double-barrier coating provides corrosion resistance equivalent to hot-dip galvanization
• Head is stamped with the Simpson Strong-Tie "≠" sign and fastener length for easy identification after installation
• A low-speed 1/2" drill with a 3/8" hex driver is the recommended tool for installation

Applications

Heavy-Duty Simpson Strong‑Tie® Connectors

Installation

Install Tips: A low-speed 1/2" drill with a 3/8" hex driver is the recommended tool for installation.

Technical Information

Load Tables, Technical Data and Installation Instructions for the Strong-Drive® SDS HEAVY-DUTY CONNECTOR Screw

Codes

• ICC-ES ESR-2236
• State of Florida FL9589
• City of Los Angeles RR25711
• U.S. Patents: 6,109,850; 5,897,280; 7,101,133

Related Links

• Fastening Systems Technical and Installation Notes
• General Corrosion Information
• Strong-Drive Screw Installation for LVL, PSL and LSL
• Multi-Ply Wood Trusses Applications: Strong-Drive® Screws (SDS) For Girder Trusses
• Simpson Strong-Tie Connector Selector® software

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Product Information Table

Code-Compliant Spacing for a Sawn Lumber Deck Ledger to Band Joist

1. Solid-sawn band joists shall be Spruce-Pine-Fir, Hem-Fir, Douglas Fir-Larch, or Southern Pine species. Ledger shall be Hem-Fir, Douglas Fir-Larch, or Southern Pine species.
2. Fastener spacings are based on single fastener testing of the Strong-Drive® SDS screw with a safety factor of 5.0 and include NDS wet service adjustment factor.
3. Multiple ledger plies shall be fastened together per code independent of the SDS screws.
4. SDS screw spacing values (above) are equivalent to 2009 IRC Table R502.2.2.1, based on testing of the Strong-Drive® SDS screw with a factor of safety of 5.0. The table above also provides SDS screw spacing for a wider range of materials commonly used for band joists, and an alternate loading condition as required by some jurisdictions.
5. Screw models SDS25312, SDS312SS and SDS25500.

Load Tables

Allowable Shear Loads for Steel Side-Plate Applications

1. Allowable loads for SDS screws are based on ICC-ES Code Report ESR-2236. Screws may be provided with the 4CUT™ or Type-17 point.
2. SDS screws install best with a low speed 1/2" drill with a 3/8" hex head driver.
3. Allowable loads are shown at the wood load duration factor of C_D = 1.00. to interior-dry use only. Loads may be increased for load duration up to a C_D = 1.60.
4. Allowable withdrawal load for DF/SP/SCL is 172 lbs./in. and for SPF/HF withdrawal is 150 lbs./in.. Total withdrawal load is based on actual thread penetration into the main member
5. LSL wood-to-wood applications that require 4 1/2", 5", 6" and 8" SDS screws are limited
6. Minimum spacing requirements are listed in ICC-ES ESR-2236.

Allowable Shear Loads for Wood Side-Plate Applications

1. Noted loads are based on ICC-ES Code Report ESR-2236 and/or testing per ICC AC233 and assume a minimum main member thickness of the screw length minus the side member thickness. All other allowable loads are based on the 2005 National Design Specification (NDS) and a minimum penetration of 6D = 1.45" into the main member.
2. Values are valid for a connection involving only two members. Where the side and main members have different specific gravities, the lower values shall be used.
3. Allowable loads are also applicable to structural composite lumber (e.g., LVL, PSL, and LSL) having an equivalent specific gravity of 0.50 or greater.
4. Allowable loads are shown at the wood load duration factor of C_D = 1.00. Loads may be increased for load duration by the building code up to a C_D = 1.60. The Designer shall apply all adjustment factors required per NDS.
5. Loads are based on installation into the side grain of the wood members with the screw axis perpendicular to the wood fibers.
6. Loads apply to appropriate stainless-steel models.

Allowable Double-Shear Loads

1. Allowable loads are based on Simpson Strong-Tie® laboratory testing with a safety factor of 5 applied to the average ultimate test load.
2. Allowable loads are based on 1 1/2" thick main members and assume no gap between side and main members.
3. Allowable loads are shown at the wood load duration factor of C_D = 1.00. Loads may be increased for load duration by the building code up to a C_D = 1.60. The designer shall apply all adjustment factors required per NDS.
4. For applications with 2x side members, use allowable loads based on the lower of side member or main member species.
5. The Designer is responsible for the design of wood members.

Allowable Shear loads for Installations into the Narrow Face of 2x Main Members

1. Allowable loads are based on testing per ICC AC233 and are limited to parallel-to-grain loaded solid sawn main members (2" nominal). Wood side members may be loaded parallel or perpendicular to grain (see footnote 4).
2. DF/SP allowable loads are based on wood members having a minimum specific gravity of 0.50, and SPF/HF allowable loads are based on wood members having a minimum specific gravity of 0.42. Where the side and main members have different specific gravities, the lower values shall be used.
3. Allowable loads are shown at the wood load duration factor of C_D = 1.00. Loads may be increased for load duration by the building code up to a C_D = 1.60.
4. Minimum spacing of fasteners is 3" o.c., minimum end distance is 3" for all parallel-to-grain loaded members, or 4" for all perpendicular-to-grain loaded members, and minimum edge distance is 3/4" for all parallel-to-grain loaded members, or 1 1/2" for perpendicular-to-grain loaded side members.
5. Screws may be installed with an intermediate layer of wood structural panel between the side and main member provided the wood structural panel is fastened to the main member per code and the minimum penetration of the screw into the main member (excluding the wood structural panel) is met.

Allowable Shear loads for Attachment of Sole Plate to LVL or LSL Rim Board

1. Allowable loads are based on testing per ICC AC233 and are limited to parallel-to-grain loading.
2. Allowable loads are shown at the wood load duration factor of CD = 1.00. Loads may be increased for load duration by the building code up to a CD = 1.60.
3. Minimum spacing of fasteners is 6" o.c., minimum end distance is 6", and minimum edge distance is 5/8".
4. Wood structural panel up to 1 1/8" thick is permitted between the sole plate and rim board provided it is fastened to the rim board per code and the minimum penetration of the screw into the rim board is met.