Appendix
Attachment 16 - Footing Review (buepoint)
March 4, 2025Page 693 sections
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

