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Information on this page has been updated since the printing of the C-2009 catalog.
Some of these changes are included in the C-2009 Addendum. To view the specific changes made to this page in detail, visit the Catalog Changes and Corrections page. The information on this website is the most recent and correct information.

DTT2/HD2AHDG Deck Post Connectors

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The DTT2 is a safe, cost-effective way to attach deck-railing posts to the deck framing. Because the post is tied back into the deck joists, rather than to the rim joist alone, the connection is stronger than typical through-bolt installations and complies with IRC and IBC code requirements regarding handrail and guardrail post connections for decks. The DTT2 also complies with the new IRC requirements for laterally tying the deck to the house. Additionally, the versatile DTT2 is load rated as a holdown for light-duty shearwalls and braced wall panel applications. The DTT2 fastens easily to a single 2x joist or stud using Simpson Strong-Tie® Strong-Drive® screws (SDS) (included) and accepts a 1/2" machine bolt or anchor bolt.

Now two more options are available to further increase applications for this versatile product.

Two New Versions of the DTT2 Offer More Solutions for Decks and Shearwalls

DTT2SS Stainless-Steel Tension Tie for Decks
The new DTT2SS is made from stainless steel for applications in higher-exposure environments. Whether it’s a deck guardrail post application or the lateral-load connection from the deck to the adjacent structure, the new stainless-steel DTT2 is the best choice for seaside applications or those calling for more corrosive preservative-treated lumber formulations. It fastens to the framing members with stainless-steel Simpson Strong-Tie® Strong-Drive® SDS wood screws (included).

The DTT2 is ideal for two critical deck connections:

Guardrail-Post Connection

Lateral-Load Connection

DTT2Z-SDS2.5 for Double-Stud Applications in Shearwalls
The new DTT2Z-SDS2.5 is our standard DTT2Z packaged with 2 1/2" Simpson Strong-TieŽ Strong-DriveŽ SDS wood screws instead of the standard 1 1/2" fasteners. These longer screws allow the DTT2Z to achieve a load capacity in excess of 2100 lbs. when used as a holdown on double studs in a shearwall application. The DTT2Z-SDS2.5 is also suitable in deck applications when double 2x members are used for deck joists or blocking.

The DTT2Z is a new holdown solution for site-built shearwalls


The HD2AHDG holdown has been tested as a lateral anchor for the guardrail post connection. See technical bulletin T-GRDRLPST10 for more information and installation details. The HD2AHDG is also load rated as a holdown for light duty shearwalls and braced wall panels.

Material: DTT2 - 14 gauge; HD2AHDG Body - 12 gauge, Base -7 gauge

Finish: DTT2Z - ZMAX® coating; DTT2SS - type 316 stainless steel; HD2AHDG - HDG and may be ordered galvanized; see Corrosion Information.

Installation: Use all specified fasteners. See General Notes.

DTT2

Deck Installation
Shearwall Installation

HD2AHDG


top Gallery:
  roll over images below to see larger image
 
DTT2Z
(DTT2SS similar)
Plan View of Guardrail Reinforcement Details DTT2Z Typical Installation to Joist* DTT2Z Typical Installation to Blocking*
* These illustrations address an outward force on the guardrail. An additional DTT2Z can be installed to the lower bolt to resist an inward force.
   
Plan View of Deck-to-House Lateral-Load Connection Typical Deck-to-House Lateral-Load Connection Typical Vertical Installation for Shearwall Applications    
       
HD2AHDG   HD2AHDG installed as a lateral connector for a deck guardrail post.      

top Load Table: See code report listings below
Table
  1. The allowable loads have been increased 60% for wind or earthquake loading with no further increase allowed.
  2. Installations shown are for post to joist connections, however these products can be used as a holdown or tension tie for other applications.
  3. Load values are valid if the product is flush with the end of the framing member or installed away from the end.
Table
  1. Load values are valid if the DTT2SS is installed flush or raised off of the sill plate or ledger.
  2. Where noted, allowable loads have been increased up to 60% for short load durations with no further increase allowed.
  3. Deflection at highest allowable load includes fastener slip, DTT2SS elongation, and bolt/rod elongation (L = 4 1/2"). Additional elongation of bolt/rod shall be accounted for by the Designer for bolt/rod lengths greater than 4 1/2".

next  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
DTT2SSNo code listing: Please contact us for test data.
DTT2Z  ESR-2330 / ESR-2523 * RR25720 FL10441    
DTT2Z-SDS2.5No code listing: Please contact us for test data.
HD2AHDG ER-143   RR25828 FL12708    



next  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
DTT2Z DTT2Z: DWG | DXF
DTT2Z front view: DWG | DXF
DTT2Z left view: DWG | DXF
DTT2Z right view: DWG | DXF
DTT2Z top view: DWG | DXF
DTT2Z: DWG | DXF
DTT2Z installed: DWG | DXF
HD2AHDGNone for this model None for this model

   
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