- R502.2.2.3 Deck lateral load connection.
The lateral load connection required by Section R502.2.2
shall be permitted to be in accordance with Figure R502.2.2.3. Hold-down tension devices shall be installed in not less than two locations per deck, and each device shall have an allowable stress design capacity of not less than 1500 pounds (6672 N).
| For SI: 1 inch = 25.4 mm. |
FIGURE R502.2.2.3 DECK ATTACHMENT FOR LATERAL LOADS