Timelaps showing fitting New Joist
Timelaps showing moving and fitting paper behind new walls
Timelaps showing some mixed clips
Photo A1
Concrete pour carried out to strengthen existing masonry and to create a stable base for new and existing walls. These works were required to improve load distribution and structural stability where the original construction provided insufficient support.
Photos B1–B2
Visible gaps, voids and weakened areas within the stone walls. These sections had to be locally rebuilt and underpinned to secure loose stones and prevent further deterioration or movement during structural works.
Photos C1–C2
Concrete infill installed between the existing concrete floor slab in the living room and the first/last structural joist. This was required to prevent soil movement beneath the slab and to stabilise the interface between old and new structural elements.
Photos D1–D3
Old joists jammed within stone wall pockets. Removal required controlled cutting and continuous wall protection, as forceful extraction could have caused displacement of stones and potential wall failure above the joist line.
Photos E1–E4
Loose, unbonded stones within the bay window structure. Stones were not properly tied together, presenting a significant structural risk. Temporary stabilisation was required, with permanent masonry repairs still necessary.
Photos F1–F6
New structural joists carefully inserted beneath existing walls to provide proper support. Temporary wall supports installed to prevent downward movement of the walls. This section, along with other areas, still requires permanent masonry work to fully secure the stone base.
Photos G1–G2
Examples of precise cutting and shaping of new joists to ensure full and correct bearing on lintels and structural frames. This was necessary to achieve proper load transfer and long-term structural performance.
Photos H1–H3
Condition of original wall supports compared with newly installed temporary supports. The new supports will remain in place until the floor structure is fully installed and stabilised, after which permanent solutions will be implemented.
Photos I1–I4
Illustration of the level of risk involved and the precision required when planning and positioning temporary supports. Incorrect placement could result in wall movement or collapse, requiring constant monitoring and adjustment.
Photos J1–J2
Installation of chemical anchors in line with the structural engineer’s specifications. Due to irregular stonework and heavy timber sections, this process required careful drilling, cleaning of holes and controlled resin injection.
Photos K1–K3
Only a portion of the timber boards that had to be manually carried and repeatedly moved around the property to allow access and safe working conditions. A significant quantity of additional material was stored and handled in other areas of the house.
