Deck-Drive DSV Collated Wood Screw

Vendor: Simpson Strong-Tie Type: Coated

4.5' (1201 Reviews)

SKU: DSVT114S

$156.50

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Size: #8 x 1 1/4"

Color: Tan

Box Qty: 2000

Stock adequate! Ready to ship

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The Deck-Drive DSV collated wood screws are a high-performance fastening solution designed specifically for treated decking. As they are designed to be used with the Quik Drive auto feed screw driving system, they come attached to a strip of 30 screws and feature under-head nibs and a fast-start tip for smooth driving and reliable countersinking in all deck boards. Also, the shank design accommodates the swelling and shrinkage common in fast-growth lumber, helping maintain long-term holding power.

Key Features:

Collated for use with the Quik Drive® auto-feed screw driving system.
Low-torque threads allow up to 35% more screws to be driven per battery charge.
Rimmed flat head with under-head nibs for easy countersinking and a clean finish.
High-low threads with Type-17 point for fast starts and reduced splitting.
Thread design optimized for dimensional lumber.
Quik Guard® coating provides corrosion resistance for exterior and preservative-treated wood.
Meets ICC-ES AC257 performance requirements for exposure conditions 1 and 3.
Available in colors designed to blend with most wood species
Compatible driver bit: T25 6-lobe (BITTX25).

Specifications

Coating/Material: Quik Guard® Coating
Drive Type: T25 6-Lobe
Head Type: Rimmed Flat Head with Nibs
Thread Type: Variable Thread Design
Point Type: High-Low Threaded Point

Simpson Color Matching Guide

(Only applicable to coated screws)
Composite-Decking Color Cross-Reference

Applications

Installation of pressure-treated deck boards
Residential and commercial deck construction
Deck resurfacing and replacement projects
Fast-growth and dimensional lumber decking
Exterior stairs and deck steps
Deck framing to surface board attachment
High-production decking jobs where speed and consistency are important

COMPATIBLE TOOLS

Recommended Tool per Screw Size

#8 x 1 ⅝"

Quik Drive® Project Pro™

#8 x 1 ¼"

Quik Drive® PRO200SG2 - Currently out of Stock

#10 x 2"

#10 x 2 ½"

#10 x 3"

Quik Drive® PRO300SG2

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$19.99

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Product Description

TECHNICAL SPECS

Allowable Shear Loads

1. Allowable loads are based on full penetration into the main member. Full penetration is the screw length minus the side member thickness.

2. Allowable loads are shown at the wood load duration factor of CD = 1.0. Loads may be increased for load duration per the building code up to a CD = 1.6. Tabulated values must be multiplied by all applicable adjustment factors per the NDS; For in-service moisture content greater than 19%, use CM = 0.62.

3. Loads are based on installation into the side grain of the wood with the screw axis perpendicular to the face of the member.

4. Loads are based on tests of connections made with same species as main and side members. For connections with mixed species, use the loads for the species with the lower specific gravity.

5. Engineered wood must have a minimum modulus of elasticity grade of 0.80E and have a minimum equivalent specific gravity at least 0.50 to use the DFL/SP values or 0.42 to use the SPF/HF values.

Allowable Withdrawal and Pull-Through Loads

1. The tabulated Reference Allowable Withdrawal design value, W, is in pounds per inch of the thread penetration into the side grain of the main member.

2. The tabulated Reference Maximum Withdrawal design value, Wmax, is in pounds where the entire end thread length is embedded into the side grain of the main member.

3. Reference withdrawal design values, W and Wmax, are shown at CD = 1.0. Loads may be increased for load duration per the building code up to CD = 1.6. Tabulated values must be multiplied by all applicable adjustment factors from the NDS; For in-service moisture content greater than 19%, use CM = 0.70.

4. Embedded thread length is that portion of the end threads in the main member including the screw tip.

5. Reference Pull-Through, WH, values are based on pull-through of a 1 1/2"-thick side member, and CD = 1.0.

6. Engineered wood must have a minimum grade of modulus of elasticity value of 1.55E and a minimum equivalent specific gravity of at least 0.55 to use the SP values, 0.50 to use the DFL values or 0.42 to use the SPF/HF values.

Connection Geometry

1. Edge distances, end distances, and spacing of the screws must be sufficient to prevent splitting of the wood, or as required by this table, or when applicable as recommended by the structural composite lumber manufacturer, whichever is the most restrictive.

2. Allowable shear loads shall be multiplied by the applicable tabulated reduction factors when used in the corresponding geometry.