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USP Structural TDX2-TZ Hold Down 2-1/16 By 8-1/8 By 2-3/4 Inch (Case of 25)

by USP Structural
List Price: $403.75
Our Price: $320.00 ($12.80 /each)
You save: $83.75 (21%)


Leaves our warehouse in 1 to 3 business days

Product Description

Framing holdowns steel triple zinc 12 gauge - 5/8 inches bolts wxhxd 2 inches -1/16 x 8-1/8 x 2-3/4 Used to tie first and second story framing together, anchor studs to foundations or to tie purlins to masonry or concrete. Features self-jigging, formed design with code required distances built-in. Requires 7/8 inches, 5/8, and 3/4 inches bolts for installation. Mee ts IAPMO-ES ER-0200 and FL14500 codes. For additional information including allowable loads and number of fastener, please see USP Lumbar Connectors charts in the Orgill paper catalog R7 Reference Pages.

Used to tie first and second story framing together, anchor studs to foundations or to tie purlins to masonry or concrete. Features self-jigging, formed design with code required distances built-in. Requires 7/8 in, 5/8 and 3/4 in bolts for installation. Meets IAPMO-ES ER-0200 and FL14500 codes. Used to tie first and second story framing together, anchor studs to foundations or to tie purlins to masonry or concrete. Features self-jigging, formed design with code required distances built-in. Requires 7/8", 5/8, and 3/4" bolts for installation. Mee ts IAPMO-ES ER-0200 and FL14500 codes. For additional information including allowable loads and number of fastener, please see USP Lumbar Connectors charts in the Orgill paper catalog R7 Reference Pages.

Product Information

Technical Details

Product Type
Corner Reinforcers

Additional Information

SKU
GDLA-0446
Part Number
TDX2-TZ
UPC
081942119487
Related Departments
HardwareBraces, Supports & Joist HangersJoist Hangers & ConnectorsRigid Ties & Stud Shoes
Shipping Weight
30.25 pounds
Domestic Shipping
Item can be shipped anywhere in the US including APO/FPO addresses and territories.
International Shipping
Item can be shipped anywhere in Canada including the territories.

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