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Council Meeting/Documents/Attachment 16 - Footing Review (buepoint)
Appendix

Attachment 16 - Footing Review (buepoint)

March 4, 2025Page 693 sections

Structural engineering footing inspection report from 2020.

1 CALL TO ORDER
April 07, 2020Approved

PROJECT ADDRESS: 12 Vickery Rd, Victoria, BC PROJECT NO.: 10441 DATE: 2020.04.07 TIME: 03:30pm

TYPE OF REVIEW:

  • FOOTINGS
  • FOUNDATION WALLS
  • SHEATHING
  • FRAMING
  • OTHER:
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OBSERVATIONS:

  • Rebar and form work appear to be in the appropriate locations
  • All rebar is 10M, NOT 15M as specified - ok for footings
  • additional rebar sitting on top of footings not okay

CONCRETE:

Item Reviewed N/A COMMENTS:
rebar in correct position: [x] [ ]
rebar right size and spacing: [x] [ ] 10M instead of 15M
hold-down anchorage in place: [x] [ ]
formwork generally as per plan: [x] [ ]

FRAMING:

Item Reviewed N/A
conformance with truss spec: [ ] [x]
conformance with I-joist drawings: [ ] [x]
beam and girder bearing: [ ] [x]
continuity of top plates: [ ] [x]
lintels / openings: [ ] [x]
shearwalls / fastening / holddowns: [ ] [x]
continuity of tall walls: [ ] [x]
blocking in floor system for point loads: [ ] [x]
wall sheathing: [ ] [x]
wind girts: [ ] [x]
post to beam free standing: [ ] [x]
fasteners in hardware: [ ] [x]
shearwalls to floor system: [ ] [x]
penetrations: [ ] [x]
LLRS consistent?: [ ] [x]
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INSTRUCTIONS:

  • All further construction needs to conform with our drawings and any changes/ variation must be reviewed by buepoint and approved on paper/ via email.
  • do not connect additional rebar or concrete to footings
  • the only rebar that can project out of the footings is rebar into the foundation wall
  • basement slab to be floating on grade - not attached to any other part of structure

[x] APPROVED [ ] APPROVED PENDING PHOTOS [ ] FURTHER REVIEW REQUIRED

REVIEWED BY: Matt Krahn

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Extracted from: 2025 03 04 Council Agenda - Agenda - Pdf