PA Strap Tie Holdowns

Typical PA connecting Stud to Foundation
(use PAHD42 or HPAHD22 for edge applications)

Typical PA51 Installation
(PA68 similar

PA51
(PA68 similar)

www.strongtie.com

Wood-to-concrete connectors that satisfy engineering and code requirements.

Material: 12 gauge

Finish: Galvanized or ZMAX® coating .

Installation:

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Loads have been increased 60% for wind or earthquake loading with no further increase allowed; reduce where other loads govern.
16d sinkers (9 ga x 3 1/4") or 10d commons may be substituted for the specified 16d commons at 0.84 of the table loads.
Optional fastener holes provided. Calculate loads according to the code to a maximum of 3685 lbs. Minimum embedment is 4"; 5" to the nearest edge.
Testing to new ICC-ES acceptance criteria to be completed in 2009. Reference this web site for the latest loads 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
PA	See specific model numbers for code listings.
PA51						ER-5655
PA68						ER-5655

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

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

	ORTHOGRAPHIC	PERSPECTIVE
PA	None for this model	PA & HPA: DWG \| DXF PA Stud to Foundation Connection: DWG \| DXF
PA51	PA51: DWG \| DXF PA51 front view: DWG \| DXF PA51 left view: DWG \| DXF PA51 right view: DWG \| DXF	High Wind-Resistant Construction D54: Stemwall/Crawlspace: DWG \| DXF High Wind-Resistant Construction D55: Stemwall/Crawlspace: DWG \| DXF Girder/Truss to Concrete Connections: DWG \| DXF Lateral Load Connectors: DWG \| DXF PA51: DWG \| DXF
PA68	PA68: DWG \| DXF PA68 front view: DWG \| DXF PA68 left view: DWG \| DXF PA68 right view: DWG \| DXF	Girder/Truss to Concrete Connections: DWG \| DXF