ATS Load Capacities for Four 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.

CTDS41

DWG  DXF

CTDS42C

DWG  DXF

CTDS43

DWG  DXF

CTDS44

DWG  DXF

CTDS45B

DWG  DXF

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C-ATSCAN08 (Anchor Tiedown System), page 25-28 (501k)