
Short answer: a structural engineer can assess why a floor sags and design an appropriate repair; the contractor builds it. The right objective may be stabilization, reinforcement, local repair or controlled improvement—not necessarily making every old surface perfectly level.
Sag usually describes a downward curve between supports. Slope may affect a whole room toward a beam or foundation. Bounce describes movement under use. A floor can show more than one. Map elevations and framing so the repair addresses the actual pattern.
Finishes can create local dips unrelated to joist geometry. Conversely, a level finish layer can hide sagging framing below. Measurements should distinguish the structural surface from flooring build-up where possible.
Common investigation areas include long or undersized joists, over-notching, plumbing cuts, damaged wood, inadequate beam support, settled posts and weak connections. A heavy partition or earlier wall removal may also have changed loading.
Repairing the most visible joist is ineffective if the real problem is a moving beam or footing. Follow loads through joists, beams, posts and foundations.
This may be suitable where movement has stopped and lifting would damage finishes. The design increases capacity or stiffness without promising level floors.
Some correction may be possible through controlled lifting and reinforcement. The amount and rate must consider finishes, partitions, services and connected structure.
Rot, severe cuts or failed connections may require member replacement or designed repair. Moisture or service conflicts must also be corrected.
A beam, wall or post can shorten spans, but requires foundations and acceptable space planning. New support should not be placed on an unverified slab.
Old construction has adapted to its current geometry. Raising one area can crack plaster, bind windows, disturb plumbing and lift walls unevenly. A jack is a tool, not a repair design. Any lifting plan should define support points, sequence, target and stop conditions.
Temporary posts used during lifting need adequate bearing. Their reactions may differ from the final repair and must not overload the floor below.
Joist reinforcement is often complicated by plumbing, ducts, wiring and recessed fixtures. Cutting a new member around those systems can defeat the reinforcement, while moving services may require licensed trades and additional access. Map penetrations before selecting a repair detail.
Finish removal also affects the sequence. A ceiling opened from below may give better connection access than lifting finished flooring above, but each option has different disruption. The structural solution should show the required member continuity and connections; the contractor's scope should state who exposes, relocates and restores adjacent work.
Several joists were notched for drains, and the floor dips near the bathroom. Simply pouring levelling compound adds weight without restoring the members. A repair may need joist reinforcement, service coordination and finish removal, with the plumber and structural designer agreeing on clear routes.
If the dip instead follows the central beam, local joist repair may be misplaced. The beam, posts and footings should be assessed first.
Repair drawings should identify existing assumptions, reinforcement or replacement members, connections, bearing and support below. They should state whether lifting is included and identify field conditions that require review.
PEO’s public engineering services guidance explains authorization requirements. Verify current practitioner and firm status rather than relying on a contractor’s statement that a detail is “engineered.”
Structural-member repairs can require a building permit. Check Hamilton’s current permit guidance before opening or reinforcing the floor.
The design must use the current Ontario Building Code. Keep approved details on site, and do not conceal connections before required inspections or reviews.
Structural inspections identifies the affected framing and support system. Structural drawings provides repair details. Where new posts or footings form part of the solution, structural foundations addresses support below.
No. Length, bearing, connections, damage and services determine whether sistering is effective. The support system may control instead.
Not necessarily. The agreed objective should state whether the design stabilizes, strengthens or also attempts geometric correction.
It may address finish tolerances after structural review. Its added weight and compatibility with the assembly must be considered.
A qualified contractor builds the work from the approved design. The engineer’s site review, if included, has a defined scope and is not continuous supervision.
Need a sagging floor assessed? Request a quote with elevation notes, framing photos and repair goals.