Table notes:

1. Augured piles that are evaluated by CCMC must be evaluated in cohesive soils and must bear
   the CCMC evaluation number and manufacturer’s identification (including model). Installation must be carried out in conformance with the CCMC evaluation’s “conditions and limitations.” (See also attached section “Supplementary information for non-CCMC evaluated augured pile manufacturers.”)

2. “Engineer’s Certification” is a letter of certification for the foundation provided and sealed by the foundation design engineer. (See Professional Designer’s Certificate for Housing.)

3. A geotechnical report must be a site-specific engineering report, sealed and signed by a Professional Engineer licensed to practice in the Province of Manitoba. The structural design shall be in keeping with the recommendations of the report.

4. The referenced construction types may be separate or attached to the main dwelling.

5. Single-storey additions with no basement, also includes 3- and 4-season sunrooms, mudrooms, porches, etc.

6. Accessory structures may include carports, gazebos, sheds, etc. These structures are single- storey only.

7. “Sealed Plans” are drawings sealed and signed by a Professional Engineer licensed to practice in the Province of Manitoba. They must indicate the manufacturer, model number and capacity of the piles. (See also attached section “Supplementary information for non- CCMC evaluated augured pile manufacturers.”)

8. As many of these types of piles, greater than 5000 lbs are specifically manufactured based on the geotechnical report, they may not hold a current CCMC evaluation. Enough detail on the engineer’s certification drawings/documents should be recorded to provide the reviewer sufficient information to determine compliance of the augured pile for the project and site that is being constructed. This can include, but is not limited to information such as;

   1. Augured pile to follow geotechnical recommendations.

   2. Negate shaft diameter for ultimate capacity/friction capacity

   3. Multiple flights are cumulative for end bearing resistance

   4. Installation should be below frost/or address possible frost jacking

   5. Reference any test data that is available (actual load testing)

   6. Reference design manuals (such as Perko, DFI)

   7. Other information to coordinate the overall design (ie..pile caps, connections, etc)

   8. Each augered pile evaluation must be site specific, designed according to the
      associated geotechnical report and as per the project engineer’s design.

9. Sealed plans are required for augured piles used for supporting concentrated loads from uncovered, single-storey decks and ramps in housing applications where the structure size is more than 27.9 m2 (300 ft2) or loading exceeds 22 kN (5,000 lbs.) per pile.