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Outdoor Accents - Mission Collection

Model: MissionCollection

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Elegant style. Enduring strength.

With Outdoor Accents^®- Mission Collection^®, a complete line of decorative timber connectors and fasteners from Simpson Strong-Tie, you can now bring both design elegance and structural strength to your outdoor living areas. This hardware accommodates 90mm and 140mm timber sizes, providing the flexibility you need when designing and building custom outdoor projects such as pergolas, patio covers and other top-supported structures. The Mission Collection^® are designed with a mission-style arched profile that adds a touch of southwestern flair to your outdoor projects.

Hex-Head Washer

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, T and L straps, and angles.

Structural Timber Screw

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.

Post Base

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 and 140mm timber. Install with Outdoor Accents^® structural timber screws and hex-head washers for a decorative look.

Deck Joist Tie

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.

Strap Tie

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.

Concealed Joist Hanger

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.

Joist Hanger

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.

Angle

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 APA4 Angle is designed for use with 90mm or larger post; The APA21 Angle is designed for use with 45mm rafter.

Decorative Washer

The APDMW56 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.

Connector Screw

The Outdoor Accents^® connector screw reduces installation time by driving easily without predrilling. Designed for installation with the Outdoor Accents^® APA21 90° angle, 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.

APBO Decorative Bottle Opener

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^™.

>> View Avant Collection^™

Material

Carbon Steel 2mm-2.7mm thick

Finish

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

Features & Benefits

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

Installation

Use all specified fasteners

Applications

Pergolas
Patios
Pavilion
Arbours, Garden Gazebos, Garden Arches, Trellis
Outdoor Living, Outdoor Structures, Outdoor Decks

Approvals

IAPMO-UES ER-192
IAPMO-UES ER-280
ICC-ES ESR-3046
FL13975-R5
FL10865-R4
FL9589-R5

Model No. Table

Technical Data - Post Bases

Model No.	Dimensions (mm)			Fasteners Qty		Design Capacity (kN)				Box Qty
	L	W	H	Column	Anchor Dia. (mm)	Australia		New Zealand
						Uplift (k1=1.14)	Download (k1=0.69)	Uplift (k1=1.0)	Download (k1=0.8)
APB44	76	90	178	4	16	4.4	38.2	4.4	31.5	8
APB66	127	140	191	4	16	5.0	62.9	2.5	51.8	6

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).

Technical Data - Deck Joist Tie

Model No.	Ga.	Dimensions (mm)			Design Capacity (kN) - Download		Box Qty
		S	W	H
					Australia	New Zealand
					Floor (k1=0.69)	Floor (k1=0.8)
APDJT1.75-4	10	45	76	246	14.4	13.5	24

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.

Technical Data - Strap Ties

Model No.	Dimensions (mm)			Fasteners Qty		Design Capacity (kN)				Box Qty
	W	L	H	Column	Beam	Australia		New Zealand
	W	L	H	Column	Beam	Uplift (k1=1.14)	F1 (k1=1.14)	Uplift (k1=1.0)	F1 (k1=1.0)
APL4	76	210	210	2	4	5.7	3.0	5.7	3.0	8
APL6	127	286	286	4	6	8.6	6.0	8.6	6.0
APT4	76	343	210	2	4	5.9	4.5	5.9	4.5
APT6	127	445	286	4	8	12.9	6.3	10.8	6.3

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.

Technical Data - Joist Hanger

Model No.	Joist Size (mm)		Dimensions5 (mm)			Fasteners (No. – Length x Dia., mm)		Design Capacity (kN)
	Width	Height	W	H	B	Face	Joist	Uplift k1 = 1.0	Download
	Width	Height	W	H	B	Face	Joist	Uplift k1 = 1.0	Floor k1 = 0.80	Roof k1 = 0.80
SAE200/46/2PB	45	90–120	45	80	84	8 – 38 x 3.75	4 – 38 x 3.75	3.00	5.70	5.70
SAE250/46/2PB		115–150	45	100	84	12 – 38 x 3.75	7 – 38 x 3.75	5.24	6.84	6.84

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.
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 New Zealand Joint Group J5 per NZS 3603 Table 4.1.
Dimensions W, H and B are for the interior of the hanger.

Technical Data - Angle (2 required for APA4)

Model No.	Dimensions (mm)			Fasteners Qty		Design Capacity (kN)				Box Qty
	L	W1	W2	Column	Beam	Australia		New Zealand
						Uplift (k1=1.14)	F1 (k1=1.14)	Uplift (k1=1.0)	F1 (k1=1.0)
APA4	76	83	76	2	2	2.0	6.2	2.0	6.2	12
APA21	35	51	38	1	1	0.9	1.1	0.9	1.1	90

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 APA4, connectors must be installed in pairs. Allowable loads do not apply to single parts.
For APA21 - Allowable loads are for a single part.
All fasteners for APA4 are a Simpson Strong-Tie® SDWS22312DB inserted through an STN22 washer.
All fasteners for APA21 are a Simpson Strong-Tie® SD#10x38.

Technical Data - Concealed Joist Hanger

Model No.	Joist Size (mm)		Dimensions (mm)			Fasteners Qty		Design Capacity (kN)				Box Qty
	Width	Height	W	H	B	Face	Joist	Australia		New Zealand
								Uplift (k1=1.14)	F1 (k1=0.69)	Uplift (k1=1.0)	F1 (k1=0.8)
APLH45140	45	140-190	46	130	49	6	4	6.4	8.4	5.3	7.7	24
APLH45240		240-290	46	200	49	10	6	9.0	13.5	7.4	13.2	12

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® SD10112DBB #10x38.

Technical Data - Connector Screws

Model No.	Size	Thread Length (mm)	Timber Side Member (mm)	Characteristic Withdrawal Value (N/mm)				Box Qty
				Australia		New Zealand
				JD4	JD5	SG8	SG6
SD10112DBB	#10 x 38mm	25	38	101	71	139	97	5 Packs (50 per clamshell)

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.

Technical Data - Decorative Washer

Model No.	Thickness	Hole Dia.	W
APDMW56	2.7 mm	15 mm	76 mm

Fastener is SDWS22312DBB or SDWS22512DBB, inserted through an STN22 washer.

Technical Data - Hex-Head Washer

Model No.	Diameter	Box Qty	Ctn Qty
STN22-R8	38 mm	8	10

Combined with the Outdoor Accents structural timber screws - SDWS22312DBB or SDWS22512DBB

Technical Data - Structural Timber Screw and Hex-Head Washer

Model No.	Hex-Head Washer	Screw Length (mm)	Thread Length (mm)	Shank Dia. (mm)	Timber Side Member (mm)	Characteristic Lateral Value, QKL (N)					Carton Qty
						Australia			New Zealand
						JD4	JD5	JD6	SG8	SG6
SDWS25200DBBRC12	STN22-R8	51	32	6.4	38	-	-	-	-	-	5 Packs (12 per box)
SDWS25200DBB-R50											6 Packs (50 per box)
SDWS22312DBBRC12		89	51	5.6		3475	2840	2660	3460	3145	10 Packs (12 per clamshell)
SDWS22312DBB-R50											6 Packs (50 per box)
SDWS22512DBBRC12		140	70			6930	6400	3910	9140	8580	10 Packs (12 per clamshell)
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, JD5 and JD6 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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