ATS Load Capacities for Three Storey Applications:

1. Unless specifically requested, anchor bolts are not included in the system runs.
2. Post design is based on the tension capacity of the system. The Designer is responsible for verifying that posts are capable of resisting all required load combinations.

1. Unless specifically requested, anchor bolts are not included in the system runs.
2. Post design is based on the tension capacity of the system. The Designer is responsible for verifying that posts are capable of resisting all required load combinations.

1. Unless specifically requested, anchor bolts are not included in the system runs.
2. Post design is based on the tension capacity of the system. The Designer is responsible for verifying that posts are capable of resisting all required load combinations.

topTypical CTDS Runs:        Download detail drawings by clicking on the "DWG" or "DXF" links below

Anchorage to concrete and foundation design by Designer.

CTDS31

DWG  DXF

CTDS32C

DWG  DXF

CTDS33

DWG  DXF

CTDS34B

DWG  DXF

CTDS35B

DWG  DXF

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C-ATSCAN08 (Anchor Tiedown System), page 22-24 (437k)