Attachment 2: 2020 04 07 - (buepoint) Engineer footing review

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:

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

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

buepoint consulting ltd
5386 Miller Rd, Duncan, BC V9L 6R2
engineering@buepoint.com
(250) 597 2296

Attachment 2: 2020 04 07 - (buepoint) Engineer footing review

OBSERVATIONS:

INSTRUCTIONS:

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