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Timeless beauty. Tested strength.
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With straight edges and chamfered corners, structural connectors in the Outdoor Accents^® - Avant Collection^™ have a clean look that complements nearly every design. And with a black powder coat and an innovative washer-and-fastener combo, you can bring both elegant design and structural strength to your outdoor living areas.

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Post Base

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Outdoor Accents^® post bases secure timber columns or posts to concrete, while providing a 25mm standoff height that helps minimise risk of decay and screws in lateral loading of the timber post. These bases accommodate 90mm timber. Install with Outdoor Accents^® structural timber screws and hex-head washers for a decorative look.

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Deck Joist Tie

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The Deck Joist Tie attaches 45mm wide joists to the side of 90mm or larger support posts. It installs quickly and easily with the Outdoor Accents^® structural SDWS screw and hex head washer for the look of a bolted connection.

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Strap Tie (T Strap & L Strap)

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The flat T Strap Tie and L Strap Tie bring decorative flair and lateral strength to your outdoor living space or even an indoor project. They provide reinforcement for connections where one timber piece intersects another at a 90° angle. They're designed to accommodate multiple timber sizes and to be installed with Outdoor Accents^® structural timber screws and hex-head washers.

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Strap Tie (Flat Strap)

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The APVST Flat Strap works for Timber in both nominal and rough sizes. It can be used to connect two beams together or added to any project as a decorative accent. Installs with the Outdoor Accents structural screw and hex-head washer.

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Concealed Joist Hanger

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The APLH Concealed Joist Hanger is a face‑mounted concealed flange hanger solid timber sections. Ideal for end of ledger/header or post conditions, it also provides cleaner lines for pergolas.

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Joist Hanger

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The SAE Face Fix Joist Hanger is a heavy-duty hanger suitable for 45mm joist. Big seat for joists provides greater strength support. Installed with Outdoor Accents^® black hex head connector screws.

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Hex-Head Washer

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The Outdoor Accents^® hex-head washer provides the decorative appearance of a bolted connection. Its patent design makes for an easier and significantly faster installation compared to through‑bolting. This washer and screw combination is designed specifically to fasten Outdoor Accents post bases, flat staps, T and L straps, and angles.

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Structural Timber Screw

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Outdoor Accents^® structural timber screw is combined with the hex-head washer, the solution delivers increased strength and the decorative appeal of a bolted connection with the installation ease of a screw. The SDWS Timber Screw with patented SawTooth^™ point allows for faster installation, less torque and requires no pre-drilling. The screw's bold thread design enables superior holding to attach ledgers and other secure connections. The structural screw and washer are both sold separately from the Outdoor Accents connectors.

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Angle

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Outdoor Accents 90 degree Angles tie together beams, rafters and more. These angles make structural connections between beams and posts stronger and provide consistent, straight corners for a variety of outdoor projects. The APVA90 Angle is designed for use with 90mm or larger post; The APVA50 Angle is designed for use with 45mm rafter.

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Decorative Washer

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The APVDMW56-M decorative washer installs easily with the structural SDWS Timber screw and hex‑head washer combination and can be used in a variety of timber-to-timber connections.

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Connector Screw

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The Outdoor Accents^® connector screw reduces installation time by driving easily without predrilling. Designed for installation with the Outdoor Accents^® angles, joist hangers, the screw's black finish accents any outdoor living project. The sharp point of the screw enables fast starts, and the patented serrated threads reduce torque for improved driveability.

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APBO Decorative Bottle Opener

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The APBO-KT decorative bottle opener is a three-piece kit that installs easily with the included screws and works well with both the Outdoor Accents Mission Collection^® and Avant Collection^™.

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Gable Plate

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These gable plates provide reinforcement for a connection from a timber beam to three angled timber braces for 45 degree pitch gable. Two sizes are available: (1) APVGP1212-4 suits 90mm (w) or larger timber; APVGP1212 suits 140mm (w) or larger timber.

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Gable plates are easily installed with Outdoor Accents structural screws and hex-head washers.

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Knee Brace

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The Knee Brace connector designs for posts or beams knee brace connection with 45° bracing supports. It suits with min. 90mm (w) timber. Installs quickly and easily with the Outdoor Accents structural screw and hex-head washer.

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Carbon Steel 2mm-2.7mm thick

ZMAX^® galvanization with a black powder coat: Connectors
Quik Guard^® Coating: Hex-Head Washer
Double-Barrier black proprietary coating: Fasteners

","featuresBenefits","

Flat T and L strap ties, Bolt-like connectors bring decorative appeal and lateral strength to your outdoor living area or even an indoor project
Fastener and washer create decorative bolt-like connections but install with the ease of a screw and without predrilling
Post bases secure timber posts to concrete, while providing a 25mm standoff height to help prevent rot from standing water and ground moisture
All hardware has been structural strength tested and approved, and can be used to resist wind or seismic loads
Black Double-Barrier Coating offers premium look while providing a medium level of corrosion protection for many outdoor applications
Patent hex-head washer design facilitates easy installation
Big seat for joists provides greater strength support
Concealed Joist Hanger with internal flange for concealed fixings, provides cleaner lines for outdoor structures
Flat Straps can be used to connect two beams together or added to any project as a decorative accent

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Technical Data - Post Bases

\r\n\r\n\r\n\t\r\n\t\t\r\n\t\t\r\n\t\t\r\n\t\t\r\n\t\t\r\n\t\t\r\n\t\t\r\n\t\t\r\n\t\t\r\n\t\t\r\n\t\t\r\n\t\r\n\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\r\n\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\r\n\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\r\n\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\r\n\t\r\n

\r\n\t\t\t\t Model No. \r\n\t\t\t	\r\n\t\t\t\t Dimensions (mm) \r\n\t\t\t	\r\n\t\t\t\t Fasteners Qty \r\n\t\t\t	\r\n\t\t\t\t Design Capacity (kN) \r\n\t\t\t	\r\n\t\t\t\t Box Qty \r\n\t\t\t
\r\n\t\t\t\t L \r\n\t\t\t	\r\n\t\t\t\t W \r\n\t\t\t	\r\n\t\t\t\t H \r\n\t\t\t	\r\n\t\t\t\t Column \r\n\t\t\t	\r\n\t\t\t\t Anchor Dia. (mm) \r\n\t\t\t	\r\n\t\t\t\t Australia \r\n\t\t\t	\r\n\t\t\t\t New Zealand \r\n\t\t\t
\r\n\t\t\t\t Uplift (k1=1.14) \r\n\t\t\t	\r\n\t\t\t\t Download (k1=0.69) \r\n\t\t\t	\r\n\t\t\t\t Uplift (k1=1.0) \r\n\t\t\t	\r\n\t\t\t\t Download (k1=0.8) \r\n\t\t\t
\r\n\t\t\t\t APVB90 \r\n\t\t\t	\r\n\t\t\t\t 75 \r\n\t\t\t	\r\n\t\t\t\t 95 \r\n\t\t\t	\r\n\t\t\t\t 180 \r\n\t\t\t	\r\n\t\t\t\t 4 \r\n\t\t\t	\r\n\t\t\t\t 16 \r\n\t\t\t	\r\n\t\t\t\t 4.4 \r\n\t\t\t	\r\n\t\t\t\t 38.2 \r\n\t\t\t	\r\n\t\t\t\t 4.4 \r\n\t\t\t	\r\n\t\t\t\t 31.5 \r\n\t\t\t	\r\n\t\t\t\t 8 \r\n\t\t\t

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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.
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 and screws in lateral loading.
Duration of Load Factor (k1) is as shown. Reduce Duration of Load Factor where applicable. Capacities may not be increased.
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 timber grade SG8.
Uplift loads have been increased for wind or earthquake or seismic with no further increase allowed; reduce where others govern.
Downloads may not be increased for short-term loading.
Specifier to design concrete for uplift capacity.
Downloads shall be reduced where limited by capacity of the post.
All post fasteners are a Simpson Strong-Tie® SDWS22312DB inserted through an STN22 washer.
Post bases do not provide adequate resistance to prevent members from rotating about the base and therefore are not recommended for non-top-supported installations (such as fences or unbraced carports).

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Technical Data - Deck Joist Tie

\r\n\r\n\t\r\n\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\r\n\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\r\n\t\t\r\n\t

\r\n\t\t\t\t\t Model No. \r\n\t\t\t\t	\r\n\t\t\t\t\t Ga. \r\n\t\t\t\t	\r\n\t\t\t\t\t Dimensions (mm) \r\n\t\t\t\t	\r\n\t\t\t\t\t Design Capacity (kN) - Download \r\n\t\t\t\t	\r\n\t\t\t\t\t Box Qty \r\n\t\t\t\t
\r\n\t\t\t\t\t S \r\n\t\t\t\t	\r\n\t\t\t\t\t W \r\n\t\t\t\t	\r\n\t\t\t\t\t H \r\n\t\t\t\t
\r\n\t\t\t\t\t Australia \r\n\t\t\t\t	\r\n\t\t\t\t\t New Zealand \r\n\t\t\t\t
\r\n\t\t\t\t\t Floor (k1=0.69) \r\n\t\t\t\t	\r\n\t\t\t\t\t Floor (k1=0.8) \r\n\t\t\t\t
\r\n\t\t\t\t\t APVDJT45 \r\n\t\t\t\t	\r\n\t\t\t\t\t 10 \r\n\t\t\t\t	\r\n\t\t\t\t\t 45 \r\n\t\t\t\t	\r\n\t\t\t\t\t 80 \r\n\t\t\t\t	\r\n\t\t\t\t\t 250 \r\n\t\t\t\t	\r\n\t\t\t\t\t 14.4 \r\n\t\t\t\t	\r\n\t\t\t\t\t 13.5 \r\n\t\t\t\t	\r\n\t\t\t\t\t 12 \r\n\t\t\t\t

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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
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 and screws in lateral loading.
Duration of Load Factor (k1) is as shown. Reduce Duration of Load Factor where applicable. Capacities may not be increased.
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 timber grade SG8.
Design capacity is for a single part.
Joist fastener is a Simpson Strong-Tie SDWS22512DB inserted through an STN22 washer.
Post fastener is a Simpson Strong-Tie SDWS22312DB inserted through an STN22 washer.

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Technical Data - Strap Ties

\r\n\r\n\t\r\n\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\r\n\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\r\n\t\t\r\n\t

\r\n\t\t\t\t\t Model No. \r\n\t\t\t\t	\r\n\t\t\t\t\t Dimensions (mm) \r\n\t\t\t\t	\r\n\t\t\t\t\t Fasteners Qty \r\n\t\t\t\t	\r\n\t\t\t\t\t Design Capacity (kN) \r\n\t\t\t\t	\r\n\t\t\t\t\t Box Qty \r\n\t\t\t\t
\r\n\t\t\t\t\t W \r\n\t\t\t\t	\r\n\t\t\t\t\t L \r\n\t\t\t\t	\r\n\t\t\t\t\t H \r\n\t\t\t\t	\r\n\t\t\t\t\t Column \r\n\t\t\t\t	\r\n\t\t\t\t\t Beam \r\n\t\t\t\t	\r\n\t\t\t\t\t Australia \r\n\t\t\t\t	\r\n\t\t\t\t\t New Zealand \r\n\t\t\t\t
\r\n\t\t\t\t\t Uplift (k1=1.14) \r\n\t\t\t\t	\r\n\t\t\t\t\t F1 (k1=1.14) \r\n\t\t\t\t	\r\n\t\t\t\t\t Uplift (k1=1.0) \r\n\t\t\t\t	\r\n\t\t\t\t\t F1 (k1=1.0) \r\n\t\t\t\t
\r\n\t\t\t\t\t APVL90 \r\n\t\t\t\t	\r\n\t\t\t\t\t 76 \r\n\t\t\t\t	\r\n\t\t\t\t\t 210 \r\n\t\t\t\t	\r\n\t\t\t\t\t 210 \r\n\t\t\t\t	\r\n\t\t\t\t\t 2 \r\n\t\t\t\t	\r\n\t\t\t\t\t 4 \r\n\t\t\t\t	\r\n\t\t\t\t\t 5.7 \r\n\t\t\t\t	\r\n\t\t\t\t\t 3.0 \r\n\t\t\t\t	\r\n\t\t\t\t\t 5.7 \r\n\t\t\t\t	\r\n\t\t\t\t\t 3.0 \r\n\t\t\t\t	\r\n\t\t\t\t\t 8 \r\n\t\t\t\t
\r\n\t\t\t\t\t APVT90 \r\n\t\t\t\t	\r\n\t\t\t\t\t 76 \r\n\t\t\t\t	\r\n\t\t\t\t\t 350 \r\n\t\t\t\t	\r\n\t\t\t\t\t 210 \r\n\t\t\t\t	\r\n\t\t\t\t\t 2 \r\n\t\t\t\t	\r\n\t\t\t\t\t 4 \r\n\t\t\t\t	\r\n\t\t\t\t\t 5.9 \r\n\t\t\t\t	\r\n\t\t\t\t\t 4.5 \r\n\t\t\t\t	\r\n\t\t\t\t\t 5.9 \r\n\t\t\t\t	\r\n\t\t\t\t\t 4.5 \r\n\t\t\t\t
\r\n\t\t\t\t\t APVST90300 \r\n\t\t\t\t	\r\n\t\t\t\t\t 76 \r\n\t\t\t\t	\r\n\t\t\t\t\t 285 \r\n\t\t\t\t	\r\n\t\t\t\t\t - \r\n\t\t\t\t	\r\n\t\t\t\t\t - \r\n\t\t\t\t	\r\n\t\t\t\t\t 8 \r\n\t\t\t\t	\r\n\t\t\t\t\t 5.7 \r\n\t\t\t\t	\r\n\t\t\t\t\t 3.0 \r\n\t\t\t\t	\r\n\t\t\t\t\t 5.7 \r\n\t\t\t\t	\r\n\t\t\t\t\t 3.0 \r\n\t\t\t\t

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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
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 and screws in lateral loading.
Duration of Load Factor (k1) is as shown. Reduce Duration of Load Factor where applicable. Capacities may not be increased.
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 timber grade SG8.
Allowable loads have been increased for wind or seismic loads with no further increase allowed.
Connectors must be installed in pairs. Allowable loads do not apply to single parts.
All fasteners are a Simpson Strong-Tie® SDWS22312DB inserted through an STN22 washer.

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Technical Data - Joist Hanger

\r\n\r\n\r\n\t\r\n\t\t\r\n\t\t\r\n\t\t\r\n\t\t\r\n\t\t\r\n\t\t\r\n\t\t\r\n\t\t\r\n\t\t\r\n\t\t\r\n\t\t\r\n\t\r\n\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\r\n\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\r\n\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\r\n\t\r\n\t\r\n\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\r\n\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\r\n\t\r\n

\r\n\t\t\t\t Model No. \r\n\t\t\t	\r\n\t\t\t\t Joist Size (mm) \r\n\t\t\t	\r\n\t\t\t\t Dimensions5 (mm) \r\n\t\t\t	\r\n\t\t\t\t Fasteners \r\n\t\t\t\t\t(No. – Length x Dia., mm) \r\n\t\t\t	\r\n\t\t\t\t Design Capacity (kN) \r\n\t\t\t
\r\n\t\t\t\t Width \r\n\t\t\t	\r\n\t\t\t\t Height \r\n\t\t\t	\r\n\t\t\t\t W \r\n\t\t\t	\r\n\t\t\t\t H \r\n\t\t\t	\r\n\t\t\t\t B \r\n\t\t\t	\r\n\t\t\t\t Face \r\n\t\t\t	\r\n\t\t\t\t Joist \r\n\t\t\t	\r\n\t\t\t\t Uplift \r\n\t\t\t\t\tk1 = 1.0 \r\n\t\t\t	\r\n\t\t\t\t Download \r\n\t\t\t
\r\n\t\t\t\t Floor \r\n\t\t\t\t\tk1 = 0.80 \r\n\t\t\t	\r\n\t\t\t\t Roof \r\n\t\t\t\t\tk1 = 0.80 \r\n\t\t\t
\r\n\t\t\t\t SAE200/46/2PB \r\n\t\t\t	\r\n\t\t\t\t 45 \r\n\t\t\t	\r\n\t\t\t\t 90–120 \r\n\t\t\t	\r\n\t\t\t\t 45 \r\n\t\t\t	\r\n\t\t\t\t 80 \r\n\t\t\t	\r\n\t\t\t\t 84 \r\n\t\t\t	\r\n\t\t\t\t 8 – 38 x 3.75 \r\n\t\t\t	\r\n\t\t\t\t 4 – 38 x 3.75 \r\n\t\t\t	\r\n\t\t\t\t 3.00 \r\n\t\t\t	\r\n\t\t\t\t 5.70 \r\n\t\t\t	\r\n\t\t\t\t 5.70 \r\n\t\t\t
\r\n\t\t\t\t SAE250/46/2PB \r\n\t\t\t	\r\n\t\t\t\t 115–150 \r\n\t\t\t	\r\n\t\t\t\t 45 \r\n\t\t\t	\r\n\t\t\t\t 100 \r\n\t\t\t	\r\n\t\t\t\t 84 \r\n\t\t\t	\r\n\t\t\t\t 12 – 38 x 3.75 \r\n\t\t\t	\r\n\t\t\t\t 7 – 38 x 3.75 \r\n\t\t\t	\r\n\t\t\t\t 5.24 \r\n\t\t\t	\r\n\t\t\t\t 6.84 \r\n\t\t\t	\r\n\t\t\t\t 6.84 \r\n\t\t\t

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Design Capacity is the lesser of (1) the Characteristic Capacity multiplied by the NZ Strength Reduction Factor φ), and applicable the k modification factors following 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.
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The Strength Reduction Factor (φ) is 0.80 for nails in lateral loading.
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Duration of Load Factor (k1) is as shown. Reduce Duration of Load Factor where applicable. Capacities may not be increased.
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Timber species for joint design is seasoned Radiata Pine, which is New Zealand Joint Group J5 per NZS 3603 Table 4.1.
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Dimensions W, H and B are for the interior of the hanger.
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Technical Data - Angle (2 required for APVA90)

\r\n\t\t\t\t\t Model No. \r\n\t\t\t\t	\r\n\t\t\t\t\t Dimensions (mm) \r\n\t\t\t\t	\r\n\t\t\t\t\t Fasteners Qty \r\n\t\t\t\t	\r\n\t\t\t\t\t Design Capacity (kN) \r\n\t\t\t\t	\r\n\t\t\t\t\t Box Qty \r\n\t\t\t\t
\r\n\t\t\t\t\t L \r\n\t\t\t\t	\r\n\t\t\t\t\t W1 \r\n\t\t\t\t	\r\n\t\t\t\t\t W2 \r\n\t\t\t\t	\r\n\t\t\t\t\t Column \r\n\t\t\t\t	\r\n\t\t\t\t\t Beam \r\n\t\t\t\t	\r\n\t\t\t\t\t Australia \r\n\t\t\t\t	\r\n\t\t\t\t\t New Zealand \r\n\t\t\t\t
\r\n\t\t\t\t\t Uplift (k1=1.14) \r\n\t\t\t\t	\r\n\t\t\t\t\t F1 (k1=1.14) \r\n\t\t\t\t	\r\n\t\t\t\t\t Uplift (k1=1.0) \r\n\t\t\t\t	\r\n\t\t\t\t\t F1 (k1=1.0) \r\n\t\t\t\t
\r\n\t\t\t\t\t APVA90 \r\n\t\t\t\t	\r\n\t\t\t\t\t 80 \r\n\t\t\t\t	\r\n\t\t\t\t\t 80 \r\n\t\t\t\t	\r\n\t\t\t\t\t 75 \r\n\t\t\t\t	\r\n\t\t\t\t\t 2 \r\n\t\t\t\t	\r\n\t\t\t\t\t 2 \r\n\t\t\t\t	\r\n\t\t\t\t\t 2.0 \r\n\t\t\t\t	\r\n\t\t\t\t\t 6.2 \r\n\t\t\t\t	\r\n\t\t\t\t\t 2.0 \r\n\t\t\t\t	\r\n\t\t\t\t\t 6.2 \r\n\t\t\t\t	\r\n\t\t\t\t\t 12 \r\n\t\t\t\t
\r\n\t\t\t\t\t APVA50 \r\n\t\t\t\t	\r\n\t\t\t\t\t 40 \r\n\t\t\t\t	\r\n\t\t\t\t\t 50 \r\n\t\t\t\t	\r\n\t\t\t\t\t 35 \r\n\t\t\t\t	\r\n\t\t\t\t\t 1 \r\n\t\t\t\t	\r\n\t\t\t\t\t 1 \r\n\t\t\t\t	\r\n\t\t\t\t\t 0.9 \r\n\t\t\t\t	\r\n\t\t\t\t\t 1.1 \r\n\t\t\t\t	\r\n\t\t\t\t\t 0.9 \r\n\t\t\t\t	\r\n\t\t\t\t\t 1.1 \r\n\t\t\t\t	\r\n\t\t\t\t\t 45 \r\n\t\t\t\t

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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.
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 and screws in lateral loading.
Duration of Load Factor (k1) is as shown. Reduce Duration of Load Factor where applicable. Capacities may not be increased.
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 timber grade SG8.
Allowable loads have been increased for wind or seismic loads with no further increase allowed.
For APVA90, connectors must be installed in pairs. Allowable loads do not apply to single parts.
For APVA50 - Allowable loads are for a single part.
All fasteners for APVA90 are a Simpson Strong-Tie® SDWS90DBB inserted through an STN22M washer.
All fasteners for APVA50 are a Simpson Strong-Tie® SD38DBB #10x38.

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Technical Data - Concealed Joist Hanger

\r\n\r\n\t\r\n\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\r\n\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\r\n\t\t\r\n\t

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Model No.

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Joist Size (mm)

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Dimensions (mm)

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Fasteners Qty

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Design Capacity (kN)

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Box Qty

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Width

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Height

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Face

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Joist

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Australia

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New Zealand

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Uplift (k1=1.14)

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F1 (k1=0.69)

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Uplift (k1=1.0)

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F1 (k1=0.8)

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APLH45140

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140-240

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130

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6.4

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8.4

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5.3

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7.7

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APLH45240

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200-320

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200

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9.0

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13.5

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7.4

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13.2

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Design Capacity is the lesser of (1) the Characteristic Capacity multiplied by the Australian Capacity Factor, and applicable the k modification factors following AS 1720.1 or the NZ Strength Reduction Factor (φ), and applicable the k modification factors following 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.
For Australia, the Capacity Factor (φ) is 0.85 for 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 loading.
Duration of Load Factor (k1) is as shown. Reduce Duration of Load Factor where applicable. Capacities may not be increased.
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.
Dimensions W, H and B are for the interior of the hanger.
All fasteners are a Simpson Strong-Tie® SD38DBB #10x38.

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Technical Data - Connector Screws

\r\n\r\n\t\r\n\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\r\n\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\r\n\t\t\r\n\t

\r\n\t\t\t\t\t Model No. \r\n\t\t\t\t	\r\n\t\t\t\t\t Size \r\n\t\t\t\t	\r\n\t\t\t\t\t Thread Length \r\n\t\t\t\t\t\t(mm) \r\n\t\t\t\t	\r\n\t\t\t\t\t Timber Side Member (mm) \r\n\t\t\t\t	\r\n\t\t\t\t\t Characteristic Withdrawal Value (N/mm) \r\n\t\t\t\t	\r\n\t\t\t\t\t Box Qty \r\n\t\t\t\t
\r\n\t\t\t\t\t Australia \r\n\t\t\t\t	\r\n\t\t\t\t\t New Zealand \r\n\t\t\t\t
\r\n\t\t\t\t\t JD4 \r\n\t\t\t\t	\r\n\t\t\t\t\t JD5 \r\n\t\t\t\t	\r\n\t\t\t\t\t SG8 \r\n\t\t\t\t	\r\n\t\t\t\t\t SG6 \r\n\t\t\t\t
\r\n\t\t\t\t\t SD38DBBR50 \r\n\t\t\t\t	\r\n\t\t\t\t\t #10 x 38mm \r\n\t\t\t\t	\r\n\t\t\t\t\t 25 \r\n\t\t\t\t	\r\n\t\t\t\t\t 38 \r\n\t\t\t\t	\r\n\t\t\t\t\t 101 \r\n\t\t\t\t	\r\n\t\t\t\t\t 71 \r\n\t\t\t\t	\r\n\t\t\t\t\t 139 \r\n\t\t\t\t	\r\n\t\t\t\t\t 97 \r\n\t\t\t\t	\r\n\t\t\t\t\t 5 Packs \r\n\t\t\t\t\t\t(50 per clamshell) \r\n\t\t\t\t

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Characteristic values are for connections between two members with full thread penetration into the main member.
Characteristic values are based on installation into the side grain of the timber with the screw axis perpendicular to the face of the member.
The main and side members shall be sawn timber or structural composite timber with the specific gravity or equivalent specific gravity typical of JD4 and JD5 for Australia or SG8 and SG6 for New Zealand.
For design values, apply appropriate capacity factor.
Design values shall be multiplied by applicable adjustment factors from AS 1720.1 or NZS 3603.

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Technical Data - Decorative Washer

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\r\n\t\t\t\t\t Model No. \r\n\t\t\t\t	\r\n\t\t\t\t\t Thickness \r\n\t\t\t\t	\r\n\t\t\t\t\t Hole Dia. \r\n\t\t\t\t	\r\n\t\t\t\t\t W \r\n\t\t\t\t
\r\n\t\t\t\t\t APVDW56-M \r\n\t\t\t\t	\r\n\t\t\t\t\t 2.7 mm \r\n\t\t\t\t	\r\n\t\t\t\t\t 15 mm \r\n\t\t\t\t	\r\n\t\t\t\t\t 76 mm \r\n\t\t\t\t

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Fastener is SDWS90DBB or SDWS140DBB, inserted through an STN22M washer.

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Technical Data - Hex-Head Washer

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\r\n\t\r\n\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\r\n\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\r\n\t\t\r\n\t

\r\n\t\t\t\t\t Model No. \r\n\t\t\t\t	\r\n\t\t\t\t\t Diameter \r\n\t\t\t\t	\r\n\t\t\t\t\t Box Qty \r\n\t\t\t\t	\r\n\t\t\t\t\t Ctn Qty \r\n\t\t\t\t
\r\n\t\t\t\t\t STN22M-R8 \r\n\t\t\t\t	\r\n\t\t\t\t\t 38 mm \r\n\t\t\t\t	\r\n\t\t\t\t\t 8 \r\n\t\t\t\t	\r\n\t\t\t\t\t 10 \r\n\t\t\t\t

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Combined with the Outdoor Accents structural timber screws - SDWS90DBB or SDWS140DBB

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Technical Data - Gable Plates

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\r\n\t\r\n\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\r\n\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\t\r\n\t\t\t\r\n\t\t\r\n\t

\r\n\t\t\t\t\t Model No. \r\n\t\t\t\t	\r\n\t\t\t\t\t Material Thickness \r\n\t\t\t\t\t\t(mm) \r\n\t\t\t\t	\r\n\t\t\t\t\t Angle (deg.) \r\n\t\t\t\t	\r\n\t\t\t\t\t Dimensions (mm) \r\n\t\t\t\t\t\tW x H x L \r\n\t\t\t\t	\r\n\t\t\t\t\t Fastener Quantity \r\n\t\t\t\t	\r\n\t\t\t\t\t Characteristic Lateral Value, Q_KL (N) \r\n\t\t\t\t	\r\n\t\t\t\t\t Carton Qty \r\n\t\t\t\t
\r\n\t\t\t\t\t Australia \r\n\t\t\t\t	\r\n\t\t\t\t\t New Zealand \r\n\t\t\t\t
\r\n\t\t\t\t\t Beam \r\n\t\t\t\t	\r\n\t\t\t\t\t Center Column \r\n\t\t\t\t	\r\n\t\t\t\t\t Angled Struts \r\n\t\t\t\t	\r\n\t\t\t\t\t JD5 \r\n\t\t\t\t	\r\n\t\t\t\t\t SG6 \r\n\t\t\t\t
\r\n\t\t\t\t\t APVGP1212-4 \r\n\t\t\t\t	\r\n\t\t\t\t\t 2.7 \r\n\t\t\t\t	\r\n\t\t\t\t\t 45 \r\n\t\t\t\t	\r\n\t\t\t\t\t 76 x 292 x 508 \r\n\t\t\t\t	\r\n\t\t\t\t\t 16 \r\n\t\t\t\t	\r\n\t\t\t\t\t 8 \r\n\t\t\t\t	\r\n\t\t\t\t\t 16 \r\n\t\t\t\t	\r\n\t\t\t\t\t 2840 \r\n\t\t\t\t	\r\n\t\t\t\t\t 3145 \r\n\t\t\t\t	\r\n\t\t\t\t\t 2 \r\n\t\t\t\t
\r\n\t\t\t\t\t APVGP1212 \r\n\t\t\t\t	\r\n\t\t\t\t\t 127 x 501 x 876 \r\n\t\t\t\t
\r\n\t\t\t\t\t \r\n\t\t\t\t\t\t Allowable loads have been increased for wind or earthquake loading with no further increase allowed. Reduce where other loads govern. \r\n\t\t\t\t\t\t Connector table loads and fastener quantities are listed for two parts. For single part installations, use half the listed values. \r\n\t\t\t\t\t\t Uplift loads apply to the connection between the center vertical post and the beam. \r\n\t\t\t\t\t\t All fasteners are Outdoor Accents® SDWS90DBB inserted through an STN22M hex-head washer. Quantities listed are for two parts. \r\n\t\t\t\t\t\t Fasteners sold separately. \r\n\t\t\t\t\t \r\n\t\t\t\t

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Technical Data - Structural Timber Screw and Hex-Head Washer

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5 Packs
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\r\n\r\n\t\r\n\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\r\n\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\t\r\n\t\t\t\r\n\t\t\t\r\n\t\t\t\t\r\n\t\t\t\r\n\t\t\r\n\t

\r\n\t\t\t\t\t Model No. \r\n\t\t\t\t	\r\n\t\t\t\t\t Hex-Head Washer \r\n\t\t\t\t	\r\n\t\t\t\t\t Screw Length (mm) \r\n\t\t\t\t	\r\n\t\t\t\t\t Thread Length (mm) \r\n\t\t\t\t	\r\n\t\t\t\t\t Timber Side Member (mm) \r\n\t\t\t\t	\r\n\t\t\t\t\t Characteristic Lateral Value, QKL (N) \r\n\t\t\t\t	\r\n\t\t\t\t\t Carton Qty \r\n\t\t\t\t
\r\n\t\t\t\t\t Australia \r\n\t\t\t\t	\r\n\t\t\t\t\t New Zealand \r\n\t\t\t\t
\r\n\t\t\t\t\t JD4 \r\n\t\t\t\t	\r\n\t\t\t\t\t JD5 \r\n\t\t\t\t	\r\n\t\t\t\t\t JD6 \r\n\t\t\t\t	\r\n\t\t\t\t\t SG8 \r\n\t\t\t\t	\r\n\t\t\t\t\t SG6 \r\n\t\t\t\t
\r\n\t\t\t\t\t SDWS25200DBBRC12 \r\n\t\t\t\t	\r\n\t\t\t\t\t STN22-R8 \r\n\t\t\t\t	\r\n\t\t\t\t\t 51 \r\n\t\t\t\t	\r\n\t\t\t\t\t 32 \r\n\t\t\t\t	\r\n\t\t\t\t\t 38 \r\n\t\t\t\t	\r\n\t\t\t\t\t - \r\n\t\t\t\t	\r\n\t\t\t\t\t - \r\n\t\t\t\t	\r\n\t\t\t\t\t - \r\n\t\t\t\t	\r\n\t\t\t\t\t - \r\n\t\t\t\t	\r\n\t\t\t\t\t - \r\n\t\t\t\t	\r\n\t\t\t\t\t 5 Packs \r\n\t\t\t\t\t\t(12 per box) \r\n\t\t\t\t
\r\n\t\t\t\t\t SDWS25200DBB-R50 \r\n\t\t\t\t	\r\n\t\t\t\t\t 6 Packs \r\n\t\t\t\t\t\t(50 per box) \r\n\t\t\t\t
\r\n\t\t\t\t\t SDWS90DBB-R50 \r\n\t\t\t\t	\r\n\t\t\t\t\t 90 \r\n\t\t\t\t	\r\n\t\t\t\t\t 51 \r\n\t\t\t\t	\r\n\t\t\t\t\t 3475 \r\n\t\t\t\t	\r\n\t\t\t\t\t 2840 \r\n\t\t\t\t	\r\n\t\t\t\t\t 2660 \r\n\t\t\t\t	\r\n\t\t\t\t\t 3460 \r\n\t\t\t\t	\r\n\t\t\t\t\t 3145 \r\n\t\t\t\t	\r\n\t\t\t\t\t 6 Packs \r\n\t\t\t\t\t\t(50 per box) \r\n\t\t\t\t
\r\n\t\t\t\t\t SDWS22512DBBRC12 \r\n\t\t\t\t	\r\n\t\t\t\t\t 140 \r\n\t\t\t\t	\r\n\t\t\t\t\t 70 \r\n\t\t\t\t	\r\n\t\t\t\t\t 6930 \r\n\t\t\t\t	\r\n\t\t\t\t\t 6400 \r\n\t\t\t\t	\r\n\t\t\t\t\t 3910 \r\n\t\t\t\t	\r\n\t\t\t\t\t 9140 \r\n\t\t\t\t	\r\n\t\t\t\t\t 8580 \r\n\t\t\t\t	\r\n\t\t\t\t\t 10 Packs \r\n\t\t\t\t\t\t(12 per clamshell) \r\n\t\t\t\t
\r\n\t\t\t\t\t \r\n\t\t\t\t\t\t Characteristic values are for connections between two members with full thread penetration into the main member. \r\n\t\t\t\t\t\t Characteristic values are based on installation into the side grain of the timber with the screw axis perpendicular to the face of the member. \r\n\t\t\t\t\t\t The main and side members shall be sawn timber or structural composite timber with the specific gravity or equivalent specific gravity typical of JD4, JD5 and JD6 for Australia or SG8 and SG6 for New Zealand. \r\n\t\t\t\t\t\t For design values, apply appropriate capacity factor. \r\n\t\t\t\t\t\t Design values shall be multiplied by applicable adjustment factors from AS 1720.1 or NZS 3603. \r\n\t\t\t\t\t \r\n\t\t\t\t

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Outdoor Accents - Avant Collection