Precast Installation Guelph

We complete a pre-erection survey of bearings, anchor locations, dowels, elevations, clearances, and access. Variances are resolved before trailers and cranes are committed. Units arrive in erection sequence and remain supported at designated points. Qualified rigging arrangements follow the engineered lifting inserts, unit weight, centre of gravity, crane capacity, and site lift plan.

The governing document set is the 2024 Ontario Building Code, CSA A23.4, CSA A23.3, CSA A23.1, engineered erection drawings, approved shop drawings, crane plans, and project survey tolerances. Precast materials and construction are governed by CSA A23.4 where specified, while structural design and cast-in-place closure work coordinate with CSA A23.3 and CSA A23.1.

The price responds to unit count and weight, crane size and radius, number of mobilizations, connection type, temporary bracing, delivery restrictions, survey complexity, working height, closures, and winter grouting. Incorrect delivery sequence creates double handling and unsafe storage. We align trailer order with the pick plan and confirm unit identification before rigging.

The controlling schedule factors are fabrication release, curing and shipping dates, bearing readiness, crane access, delivery sequence, wind limits, connection completion, grout strength, and staged removal of temporary supports. We complete a pre-erection survey of bearings, anchor locations, dowels, elevations, clearances, and access. Variances are resolved before trailers and cranes are committed.

Yes. We use lift zones, controlled delivery windows, exclusion areas, and sequenced access closures to erect components around operating facilities, road corridors, or occupied commercial sites. A bearing or anchor outside tolerance can stop erection with a crane and crew waiting. Pre-erection survey converts that risk into a correctable item before mobilization.

We document unit IDs, pre-erection survey, bearing condition, line and elevation, plumb, joint width, connection completion, grout placement, closure strength, and engineer release of temporary bracing where required. Precast materials and construction are governed by CSA A23.4 where specified, while structural design and cast-in-place closure work coordinate with CSA A23.3 and CSA A23.1.

Provide structural and erection drawings, precast shop drawings, unit weights, delivery schedule, connection and bracing details, crane access information, site logistics, survey control, grout requirements, and target erection sequence. We complete a pre-erection survey of bearings, anchor locations, dowels, elevations, clearances, and access. Variances are resolved before trailers and cranes are committed.

The precast supplier and erection engineering identify approved inserts, rigging geometry, handling orientation, and temporary stresses. Field crews do not choose lifting points by convenience or use an unverified opening.

Only after the permanent connections, grout, diaphragm, and concrete strength required by the erection design are complete and the engineer or designated authority releases them. Brace removal does not follow a generic elapsed time.