LTP4/LTP5/A34/A35 Framing Angles and Plates

Joists to Plate with A Leg Inside

Studs to Plate with B Leg Outside

The larger LTP5 spans subfloor at the top of the blocking or rim joist. The embossments enhance performance and the min/max nailing option allows for design flexibility.

The LTP4 Lateral Tie Plate transfers shear forces for top plate-to-rim joist or blocking connections. Nail holes are spaced to prevent wood splitting for single and double top plate applications. May be installed over plywood sheathing.

The A35 anchor's exclusive bending slot allows instant, accurate field bends for all two- and three-way ties. Balanced, completely reversible design permits the A35 to secure a great variety of connections.

Material: LTP4/LTP5 - 20 gauge; all others - 18 gauge

Finish: Galvanized. Some products available in stainless steel or ZMAX® coating; see Corrosion Information.

Installation:

Use all specified fasteners. See General Notes.
A34 - Use 8 - 8dx1 1/2" nails.
A35 - Use 12 - 8dx1 1/2" nails.
A35 - Use 9 - 8dx1 1/2" nails for connection types A1, E, C1.
A35 - Bend one time only.
LTP4 - Use 12 - 8dx1 1/2" nails.
LTP5 - Use 12 - 8dx1 1/2" nails; G Max use 14 - 8dx1 1/2" nails.

Some products may be installed with our new Strong-Drive® SD screw - click here for details

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Joists to Beams	Ceiling Joists to Beam	Chimney Framing

top Gallery (numbers correspond to Load Table below):

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Some of these models are load-rated for use with Strong-Drive® SD Screws.
See the load values.

Allowable loads are for one anchor. When anchors are installed on each side of the joist, the minimum joist thickness is 3".
Roof loads are 125% of floor loads unless limited by other criteria.
Some illustrations show connections that could cause cross-grain tension or bending of the wood during loading if not reinforced sufficiently. In this case, mechanical reinforcement should be considered.
LTP4 can be installed over 3/8" structural sheathing with 8dx1 1/2" nails and achieve 0.72 of the listed load, or over 1/2" and achieve 0.64 of the listed load. 8d commons will achieve 100% load.
The LTP5 may be installed over structural sheathing up to 1/2" thick using 8dx 1/2" nails with no reduction in load.
Connectors are required on both sides to achieve F₂ loads in both directions.
NAILS: 8dx1 1/2 = 0.131" dia. x 1 1/2" long. See other nail sizes and information.

					Legacy Reports
	IAPMO ES ER	ICC-ES ESR	CITY OF LOS ANGELES	STATE OF FLORIDA	ICC-ES NER	ICC-ES ER	ICC-ES ES
A34	ER-112		RR25716	FL10446
A34SS				FL10446
A34Z	ER-112		RR25716	FL10446
A35	ER-112		RR25716	FL10446
A35SS				FL10446
A35Z	ER-112		RR25716	FL10446
LTP4		ESR-2606 / ESR-2523 *	RR25716	FL10446
LTP4Z		ESR-2606 / ESR-2523 *	RR25716	FL10446
LTP5	ER-112		RR25814	FL11478

Download the Simpson AutoCad Menu, which allows you to insert Ortho views directly into your AutoCAD drawing.

	ORTHOGRAPHIC	PERSPECTIVE
A34	A34: DWG \| DXF A34 front view: DWG \| DXF A34 right view: DWG \| DXF A34 top view: DWG \| DXF	High Wind-Resistant Construction D52: Header to Wall Framing: DWG \| DXF High Wind-Resistant Construction D84: Lateral Load: DWG \| DXF A34: DWG \| DXF Rotation Resistance: DWG \| DXF
A34SS	None for this model	None for this model
A34Z	None for this model	None for this model
A35	A35: DWG \| DXF A35 front view: DWG \| DXF A35 right view: DWG \| DXF A35 top view: DWG \| DXF	High Wind-Resistant Construction D58: Pile/Girder to Wall: DWG \| DXF A35: DWG \| DXF A35 Chimney Framing: DWG \| DXF A35 Beam to Post: DWG \| DXF A35 Ceiling Joist to Beam: DWG \| DXF A35 Foam board: DWG \| DXF A35 Joist to Beams: DWG \| DXF A35 Joist to Plate: DWG \| DXF A35 Stud to Plates: DWG \| DXF Lateral Load Connectors: DWG \| DXF Pile to Girder Connectors 1: DWG \| DXF
A35SS	None for this model	None for this model
A35Z	None for this model	None for this model
LTP4	LTP4: DWG \| DXF	High Wind-Resistant Construction D43: Floor to Masonry/Concrete: DWG \| DXF High Wind-Resistant Construction D83: Lateral Load: DWG \| DXF High Wind-Resistant Construction D84: Lateral Load: DWG \| DXF Floor to Floor Connections: DWG \| DXF LTP4: DWG \| DXF Stud to Band Joist Connections Version 2: DWG \| DXF
LTP4Z	None for this model	None for this model
LTP5	LTP5: DWG \| DXF	High Wind-Resistant Construction D82: Lateral Load: DWG \| DXF High Wind-Resistant Construction D102: Gable End to Wall Framing: DWG \| DXF LTP5: DWG \| DXF