Cold-Formed Steel: LTA1 & S/HGAM10 Seismic & Hurricane Ties

Typical LTA1 Installation

H10S Installation

Typical S/HGAM10 Installation

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LTA1, S/HGAM10 and H10S Seismic
& Hurricane Ties

The LTA1 develops high uplift at a minimum heel height. Great in areas where a strap over the heel is not required. The side tab acts as a locator in the masonry block and the four embedded hooks provide for a positive bond in the concrete grout.

The H10S and the S/HGAM10 attaches to truss joist and provides good uplift resistance.

LTA1 Discontinued in 2010

The LTA1 will be phased out beginning in 2010. Simpson Strong-Tie recommends substituting LTA2 for this item. Click here for information on the LTA2.

Material: See table

Finish: Galvanized

Installation:

Use all specified fasteners. See General Notes.
S/HGAM10 can be installed into grouted concrete block.
Titen® screws are provided.
Hurricane ties do not replace solid blocking.
Attached to grouted concrete block with a minimum one #5 rebar horizontal in the top lintel block.

top Gallery:

roll over images below to see larger image

top Load Table: See code report listings below

Min. f'_m = 1500 psi and f'_c = 2500 psi.
Minimum edge distance 1 1/2" using Titen screws.
Products shall be installed such that the Titen screws and Titen HD anchors are not exposed to the weather.
See Titen screw and Titen HD information.

top Code Reports (PDFs):

					Legacy Reports
	IAPMO UES ER	ICC-ES ESR	CITY OF LOS ANGELES	STATE OF FLORIDA	ICC-ES NER	ICC-ES ER	ICC-ES ES
H10S	ER-112		RR25814	FL11478
LTA1	No code listing. Please contact us for test data.
S/HGAM10	No code listing. Please contact us for test data.
S/HGAM10KT	No code listing: Please contact us for test data.

topDrawings: To download drawings, right-click or Ctrl-click on the link, then choose "Save Target As..."

Download the Simpson Strong-Tie® AutoCAD® Menu, which allows you to insert Ortho views directly into your AutoCAD drawing.

	ORTHOGRAPHIC	PERSPECTIVE
H10S	H10S: DWG \| DXF H10S front view: DWG \| DXF H10S left view: DWG \| DXF H10S right view: DWG \| DXF	High Wind-Resistant Construction D116: Load Path Installation Considerations: Overlapping Connectors: Solution: DWG \| DXF High Wind-Resistant Construction D18: Post Installed Truss/Rafter To Masonry/Concrete: DWG \| DXF High Wind-Resistant Construction D34: Truss/Rafter to Stud: DWG \| DXF
LTA1	None for this model	None for this model
S/HGAM10	S/HGAM10: DWG \| DXF S/HGAM10 front view: DWG \| DXF S/HGAM10 left view: DWG \| DXF S/HGAM10 right view: DWG \| DXF S/HGAM10 top view: DWG \| DXF	None for this model
S/HGAM10KT	None for this model	None for this model