SA/HSA Strap Connectors

A high value seismic tie for horizontal ties across intervening members.

Finish: SA36 - Galvanized; HSA - Simpson Strong-Tie® gray paint

Installation:

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Typical HSA Installation		Typical SA Installation with Saddle Hanger

Allowable loads have been increased 60% for wind or earthquake loading with no further increase allowed; reduce where other loads govern.
Allowable loads assume a restrained member of 3 1/2" min. thickness with bolts in single shear.
Bolt and nail values may not be combined.
Only SA36 can be field-bent for other intermediate beam widths.
NAILS: 16d = 0.162" dia x 3 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
HSA	See specific model numbers for code listings.
HSA32		ESR-2607 / ESR-2523 *	RR25719
HSA41		ESR-2607 / ESR-2523 *	RR25719
HSA50		ESR-2607 / ESR-2523 *	RR25719
HSA59		ESR-2607 / ESR-2523 *	RR25719
HSA68		ESR-2607 / ESR-2523 *	RR25719
SA	See specific model numbers for code listings.
SA36		ESR-2607 / ESR-2523 *	RR25719

* ESR-2523 is an Index of many of Simpson Strong-Tie Stamped and Welded Cold-formed Steel Products for Wood or Cold-formed Steel Construction

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	ORTHOGRAPHIC	PERSPECTIVE
HSA	None for this model	HSA: DWG \| DXF
HSA32	None for this model	None for this model
HSA41	None for this model	None for this model
HSA50	None for this model	None for this model
HSA59	None for this model	None for this model
HSA68	None for this model	None for this model
SA	None for this model	SA: DWG \| DXF
SA36	SA36: DWG \| DXF SA36 front view: DWG \| DXF SA36 left view: DWG \| DXF SA36 right view: DWG \| DXF	None for this model