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|Information on this page has been updated since the printing of the Wood Construction Connectors catalog (C-C-2015).
To view the specific changes made to this page in detail, visit the Catalog Changes and Corrections page.
DTT Deck Tension Ties
DTT tension ties are safe, cost-effective connectors designed to meet or exceed code requirements for deck construction. These versatile DTT connectors are also load rated as a holdown for light-duty shearwalls and braced wall panel applications.
For new construction or to make an existing current deck code-compliant, the DTT1Z can be used as a tension-tie to satisfy the 2015 IRC provision for a 750 lbs. lateral load connection to the house at four locations per deck. This new code detail permits the lateral connection from the deck joists to be made to top plates, studs, or headers within the supporting structure, which eliminates the need to access to the floor joists inside the home. The DTT1Z connector is available individually or in a kit of 4 along with 4 Strong-Drive® SDWH Timber-Hex HDG screws and 24 Strong-Drive® SD Connector screws.
The new DTT1Z fastens to the narrow or wide face of a single 2x with Simpson Strong-Tie® Strong-Drive® SD Connector screws or nails and accepts a 3/8" machine bolt, anchor bolt, or lag screw (washer required) or can be installed with the new Strong-Drive SDWH Timber-Hex HDG screw with an integral washer. The DTT2 fastens easily to the wide face of a single or double 2x using Simpson Strong-Tie Strong-Drive SDS Heavy- Duty Connector screws (included) and accepts a ½" machine bolt or anchor bolt.
The DTT2 can be used to satisfy the IRC provision for a 1,500 lbs. lateral load connection at two locations per deck. Additionally, the DTT2 has been tested and evaluated in deck guardrail post applications to resist the code-specified lateral forces at the top of railing assemblies. The DTT2 is also available with longer 2½" Strong-Drive SDS Heavy-Duty Connector screws (model DTT2Z-SDS2.5) to achieve higher loads when needed.
Material: 14 gauge
|roll over images below to see larger image|
|IAPMO UES ER||ICC-ES ESR||CITY OF LOS ANGELES||STATE OF FLORIDA||ICC-ES NER||ICC-ES ER||ICC-ES ES|
|DTT2SS||No code listing. Please contact us for test data.|
|DTT2Z||ESR-2330 / ESR-2523 *||RR25720||FL10441|
|DTT2Z-SDS2.5||ESR-2330 / ESR-2523 *||RR25720||FL10441|
* 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
DTT1Z bottom view: DWG | DXF
DTT1Z front view: DWG | DXF
DTT1Z left view: DWG | DXF
DTT1Z right view: DWG | DXF
DTT1Z top view: DWG | DXF
|DTT2||None for this model||None for this model|
DTT2Z: DWG | DXF
DTT2Z front view: DWG | DXF
DTT2Z left view: DWG | DXF
DTT2Z right view: DWG | DXF
DTT2Z top view: DWG | DXF
High Wind-Resistant Construction D61: Stemwall/Crawlspace: DWG
DTT2Z: DWG | DXF
DTT2Z installed: DWG | DXF