Do I Need a Structural Engineer Report? Absolutely!
๐ฃ๐ถ๐บ๐ฝ๐ฎ๐บ๐ฎ ๐ต๐ผ๐๐๐ฒ โ ๐ฌ๐๐ฎ ๐๐จ ๐ข๐ฎ ๐๐ก๐ค๐ค๐ง ๐๐ค๐ช๐ฃ๐๐๐ฃ๐?
This house was about to be renovated, but the owner was concerned about โbouncing floorsโ and called Forensic Engineers to investigate.
Our expert investigation found;
โข The house stumps have subsided and were leaning severely
โข There were other very serious problems with the house bearers and foundations and more..
โข There was no doubt that the house and renovations would sustain damages unless the house was re-stumped first.
๐๐ฆ ๐ง๐ฆ๐ญ๐ต ๐ง๐ฐ๐ณ ๐ต๐ฉ๐ฆ ๐ฐ๐ธ๐ฏ๐ฆ๐ณ, ๐ฃ๐ถ๐ต ๐ฃ๐ฆ๐ต๐ต๐ฆ๐ณ ๐ต๐ฐ ๐ฌ๐ฏ๐ฐ๐ธ ๐ต๐ฉ๐ฆ๐ด๐ฆ ๐ต๐ฉ๐ช๐ฏ๐จ๐ด ๐ฃ๐ฆ๐ง๐ฐ๐ณ๐ฆ ๐ฅ๐ฐ๐ช๐ฏ๐จ ๐ฆ๐น๐ฑ๐ฆ๐ฏ๐ด๐ช๐ท๐ฆ ๐ณ๐ฆ๐ฏ๐ฐ๐ท๐ข๐ต๐ช๐ฐ๐ฏ๐ด ๐ข๐ฏ๐ฅ ๐ญ๐ข๐ต๐ฆ๐ณ ๐ง๐ช๐ฏ๐ฅ ๐ต๐ฉ๐ข๐ต ๐ต๐ฉ๐ฆ ๐ฉ๐ฐ๐ถ๐ด๐ฆ ๐ธ๐ข๐ด ๐ถ๐ฏ๐ด๐ต๐ข๐ฃ๐ญ๐ฆ. ๐๐ฆ ๐ฑ๐ถ๐ต ๐ต๐ฉ๐ฆ ๐ฐ๐ธ๐ฏ๐ฆ๐ณ ๐ช๐ฏ ๐ต๐ฐ๐ถ๐ค๐ฉ ๐ธ๐ช๐ต๐ฉ ๐ข๐ฏ ๐ฆ๐น๐ฑ๐ฆ๐ณ๐ต ๐ณ๐ฆ๐ฑ๐ข๐ช๐ณ ๐ฃ๐ถ๐ช๐ญ๐ฅ๐ฆ๐ณ ๐ต๐ฐ ๐ฎ๐ข๐ฌ๐ฆ ๐ข ๐ฑ๐ญ๐ข๐ฏ ๐ง๐ฐ๐ณ ๐ค๐ฐ๐ฎ๐ฑ๐ญ๐ฆ๐ต๐ฆ ๐ข๐ฏ๐ฅ ๐ฑ๐ณ๐ฐ๐ง๐ฆ๐ด๐ด๐ช๐ฐ๐ฏ๐ข๐ญ ๐ณ๐ฆ๐ฑ๐ข๐ช๐ณ๐ด.
๐๐ฒ๐ฒ๐ฏ๐ถ๐ป๐ด ๐๐ฒ๐ถ๐ด๐ต๐๐ ๐ต๐ผ๐๐๐ฒ โ ๐ฉ๐๐ ๐๐ง๐๐๐ ๐ข๐ค๐ง๐ฉ๐๐ง ๐๐จ ๐๐๐ก๐ก๐๐ฃ๐ ๐ค๐ช๐ฉ!!
The buyer of this house was concerned about brick cracks.
Our expert investigation found:
โข The house had some foundation movements
โข The house footings had not moved significantly
โข The wall cracks were only in masonry joints
โข The masonry joint were filled with mortar instead of an elasticated compound
โข Repairs were simple; replace the joint seals with an industry standard, elasticated compound
๐๐ฆ ๐ข๐ด๐ด๐ถ๐ณ๐ฆ๐ฅ ๐ต๐ฉ๐ฆ ๐ฃ๐ถ๐บ๐ฆ๐ณ ๐ต๐ฉ๐ข๐ต ๐ต๐ฉ๐ฆ ๐ฉ๐ฐ๐ถ๐ด๐ฆ ๐ธ๐ข๐ด ๐ด๐ต๐ข๐ฃ๐ญ๐ฆ ๐ข๐ฏ๐ฅ ๐ฏ๐ฐ ๐ด๐ฆ๐ณ๐ช๐ฐ๐ถ๐ด ๐ณ๐ฆ๐ฑ๐ข๐ช๐ณ๐ด ๐ธ๐ฆ๐ณ๐ฆ ๐ณ๐ฆ๐ฒ๐ถ๐ช๐ณ๐ฆ๐ฅ. ๐๐ฆ ๐ธ๐ข๐ด ๐ต๐ฉ๐ณ๐ช๐ญ๐ญ๐ฆ๐ฅ ๐ข๐ฏ๐ฅ ๐ต๐ฉ๐ฆ ๐ด๐ข๐ญ๐ฆ ๐ธ๐ฆ๐ฏ๐ต ๐ต๐ฉ๐ณ๐ฐ๐ถ๐จ๐ฉ ๐ด๐ฎ๐ฐ๐ฐ๐ต๐ฉ๐ญ๐บ.
๐๐ผ๐ผ๐บ๐ฒ๐ฟ๐ฎ ๐ต๐ผ๐๐๐ฒ โ ๐๐๐๐ฉ ๐๐จ ๐ฉ๐๐๐จ ๐ช๐ฃ๐๐๐ง ๐ฉ๐๐ ๐จ๐ก๐๐??
The buyer was very concerned about the slab edge beam not being on solid ground.
Our expert investigation found:
โข The house had a waffle-pod slab
โข There were some areas where the slab edge was not supported on solid ground
โข The slab was also suspended on piers and also anchored into a retaining wall
โข There had been no deflections of the house slab
๐๐ฆ ๐ข๐ด๐ด๐ถ๐ณ๐ฆ๐ฅ ๐ต๐ฉ๐ฆ ๐ฃ๐ถ๐บ๐ฆ๐ณ ๐ต๐ฉ๐ข๐ต ๐ต๐ฉ๐ฆ ๐ฉ๐ฐ๐ถ๐ด๐ฆ ๐ธ๐ข๐ด ๐ด๐ฐ๐ถ๐ฏ๐ฅ-๐ข๐ด-๐ข-๐ฑ๐ฐ๐ถ๐ฏ๐ฅ. ๐๐ฆ ๐ธ๐ข๐ด ๐ณ๐ฆ๐ข๐ญ๐ญ๐บ ๐ฉ๐ข๐ฑ๐ฑ๐บ ๐ข๐ฏ๐ฅ ๐ต๐ฉ๐ฆ ๐ด๐ข๐ญ๐ฆ ๐ธ๐ฆ๐ฏ๐ต ๐ต๐ฉ๐ณ๐ฐ๐ถ๐จ๐ฉ ๐ด๐ฎ๐ฐ๐ฐ๐ต๐ฉ๐ญ๐บ.
๐๐ผ๐น๐น๐ถ๐ป๐ด๐๐ผ๐ผ๐ฑ ๐ฃ๐ฎ๐ฟ๐ธ ๐ต๐ผ๐๐๐ฒ โ ๐ฝ๐ค๐ฎ-๐ค๐-๐๐ค๐ฎ โ ๐พ๐๐ก๐ก ๐๐ค๐ง๐๐ฃ๐จ๐๐ ๐๐ฃ๐๐๐ฃ๐๐๐ง๐จ!!!
This property was built in the 80โs and was being put up for sale and the agent was concerned about house cracks. So she called Forensic Engineers.
And Wow! We found a lot of wall cracks, and more!
Our expert investigation found
โข Massive wall & ceiling cracks, tears and gaps
โข Huge variations in floor levels
โข Serious slab bending
โข Significant slope from the front-left to the rear-right corner.
โข Highly plastic clay soils shrinking and swelling
โข Inadequate footings and slab.
๐๐ฉ๐ฆ ๐ฉ๐ฐ๐ถ๐ด๐ฆ ๐ฉ๐ข๐ฅ ๐ฅ๐ฆ๐ค๐ข๐ฅ๐ฆ๐ด ๐ฐ๐ง ๐ด๐ฆ๐ณ๐ช๐ฐ๐ถ๐ด ๐ฎ๐ฐ๐ท๐ฆ๐ฎ๐ฆ๐ฏ๐ต๐ด ๐ข๐ฏ๐ฅ ๐ฅ๐ข๐ฎ๐ข๐จ๐ฆ๐ด. ๐๐ต ๐ธ๐ฐ๐ถ๐ญ๐ฅ ๐ฃ๐ฆ ๐ข ๐ฎ๐ข๐ซ๐ฐ๐ณ ๐ฑ๐ณ๐ฐ๐ซ๐ฆ๐ค๐ต ๐ฐ๐ง ๐ถ๐ฏ๐ฅ๐ฆ๐ณ๐ฑ๐ช๐ฏ๐ฏ๐ช๐ฏ๐จ ๐ข๐ฏ๐ฅ ๐ฃ๐ถ๐ช๐ญ๐ฅ๐ช๐ฏ๐จ ๐ณ๐ฆ๐ฑ๐ข๐ช๐ณ๐ด. And it’s not likely to be ๐ข๐ฏ ๐ฆ๐ค๐ฐ๐ฏ๐ฐ๐ฎ๐ช๐ค๐ข๐ญ ๐ฑ๐ณ๐ฐ๐ฑ๐ฐ๐ด๐ช๐ต๐ช๐ฐ๐ฏ.

