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

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LTA1 & S/HGAM10 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 S/HGAM10 attaches to trusses and provides good uplift resistance.

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:

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LTA1	S/HGAM10	Typical LTA1 Installation	Typical S/HGAM Installation

top Load Table: See code report listings below

Allowable loads are based on a minimum of 2500 psi grout strength.
Tabulated loads shown at (100) do not include steel stress increase. Tabulated loads shown at (133) includes a 1/3 stress increase on the steel. Refer to Steel Stress Increase for additional information.
Minimum edge distance 1 1/2" using Titen screws.

top Code Reports (PDFs):

					Legacy Reports
	IAPMO ES ER	ICC-ES ESR	CITY OF LOS ANGELES	STATE OF FLORIDA	ICC-ES NER	ICC-ES ER	ICC-ES ES
LTA1				FL1423
S/HGAM10	No code listing. Please contact us for test data.
S/HGAM10KT				FL9601