Do I Need a Structural Engineer Report? Absolutely!

๐—ฃ๐—ถ๐—บ๐—ฝ๐—ฎ๐—บ๐—ฎ ๐—ต๐—ผ๐˜‚๐˜€๐—ฒ โ€“ ๐™ฌ๐™๐™ฎ ๐™ž๐™จ ๐™ข๐™ฎ ๐™›๐™ก๐™ค๐™ค๐™ง ๐™—๐™ค๐™ช๐™ฃ๐™˜๐™ž๐™ฃ๐™œ?

This house was about to be renovated, but the owner was concerned about โ€œbouncing floorsโ€ and called Forensic Engineers to investigate.
Our expert investigation found;
โ€ข The house stumps have subsided and were leaning severely
โ€ข There were other very serious problems with the house bearers and foundations and more..
โ€ข There was no doubt that the house and renovations would sustain damages unless the house was re-stumped first.
๐˜ž๐˜ฆ ๐˜ง๐˜ฆ๐˜ญ๐˜ต ๐˜ง๐˜ฐ๐˜ณ ๐˜ต๐˜ฉ๐˜ฆ ๐˜ฐ๐˜ธ๐˜ฏ๐˜ฆ๐˜ณ, ๐˜ฃ๐˜ถ๐˜ต ๐˜ฃ๐˜ฆ๐˜ต๐˜ต๐˜ฆ๐˜ณ ๐˜ต๐˜ฐ ๐˜ฌ๐˜ฏ๐˜ฐ๐˜ธ ๐˜ต๐˜ฉ๐˜ฆ๐˜ด๐˜ฆ ๐˜ต๐˜ฉ๐˜ช๐˜ฏ๐˜จ๐˜ด ๐˜ฃ๐˜ฆ๐˜ง๐˜ฐ๐˜ณ๐˜ฆ ๐˜ฅ๐˜ฐ๐˜ช๐˜ฏ๐˜จ ๐˜ฆ๐˜น๐˜ฑ๐˜ฆ๐˜ฏ๐˜ด๐˜ช๐˜ท๐˜ฆ ๐˜ณ๐˜ฆ๐˜ฏ๐˜ฐ๐˜ท๐˜ข๐˜ต๐˜ช๐˜ฐ๐˜ฏ๐˜ด ๐˜ข๐˜ฏ๐˜ฅ ๐˜ญ๐˜ข๐˜ต๐˜ฆ๐˜ณ ๐˜ง๐˜ช๐˜ฏ๐˜ฅ ๐˜ต๐˜ฉ๐˜ข๐˜ต ๐˜ต๐˜ฉ๐˜ฆ ๐˜ฉ๐˜ฐ๐˜ถ๐˜ด๐˜ฆ ๐˜ธ๐˜ข๐˜ด ๐˜ถ๐˜ฏ๐˜ด๐˜ต๐˜ข๐˜ฃ๐˜ญ๐˜ฆ. ๐˜ž๐˜ฆ ๐˜ฑ๐˜ถ๐˜ต ๐˜ต๐˜ฉ๐˜ฆ ๐˜ฐ๐˜ธ๐˜ฏ๐˜ฆ๐˜ณ ๐˜ช๐˜ฏ ๐˜ต๐˜ฐ๐˜ถ๐˜ค๐˜ฉ ๐˜ธ๐˜ช๐˜ต๐˜ฉ ๐˜ข๐˜ฏ ๐˜ฆ๐˜น๐˜ฑ๐˜ฆ๐˜ณ๐˜ต ๐˜ณ๐˜ฆ๐˜ฑ๐˜ข๐˜ช๐˜ณ ๐˜ฃ๐˜ถ๐˜ช๐˜ญ๐˜ฅ๐˜ฆ๐˜ณ ๐˜ต๐˜ฐ ๐˜ฎ๐˜ข๐˜ฌ๐˜ฆ ๐˜ข ๐˜ฑ๐˜ญ๐˜ข๐˜ฏ ๐˜ง๐˜ฐ๐˜ณ ๐˜ค๐˜ฐ๐˜ฎ๐˜ฑ๐˜ญ๐˜ฆ๐˜ต๐˜ฆ ๐˜ข๐˜ฏ๐˜ฅ ๐˜ฑ๐˜ณ๐˜ฐ๐˜ง๐˜ฆ๐˜ด๐˜ด๐˜ช๐˜ฐ๐˜ฏ๐˜ข๐˜ญ ๐˜ณ๐˜ฆ๐˜ฑ๐˜ข๐˜ช๐˜ณ๐˜ด.

๐——๐—ฒ๐—ฒ๐—ฏ๐—ถ๐—ป๐—ด ๐—›๐—ฒ๐—ถ๐—ด๐—ต๐˜๐˜€ ๐—ต๐—ผ๐˜‚๐˜€๐—ฒ โ€“ ๐™ฉ๐™๐™š ๐™—๐™ง๐™ž๐™˜๐™  ๐™ข๐™ค๐™ง๐™ฉ๐™–๐™ง ๐™ž๐™จ ๐™›๐™–๐™ก๐™ก๐™ž๐™ฃ๐™œ ๐™ค๐™ช๐™ฉ!!

The buyer of this house was concerned about brick cracks.
Our expert investigation found:
โ€ข The house had some foundation movements
โ€ข The house footings had not moved significantly
โ€ข The wall cracks were only in masonry joints
โ€ข The masonry joint were filled with mortar instead of an elasticated compound
โ€ข Repairs were simple; replace the joint seals with an industry standard, elasticated compound
๐˜ž๐˜ฆ ๐˜ข๐˜ด๐˜ด๐˜ถ๐˜ณ๐˜ฆ๐˜ฅ ๐˜ต๐˜ฉ๐˜ฆ ๐˜ฃ๐˜ถ๐˜บ๐˜ฆ๐˜ณ ๐˜ต๐˜ฉ๐˜ข๐˜ต ๐˜ต๐˜ฉ๐˜ฆ ๐˜ฉ๐˜ฐ๐˜ถ๐˜ด๐˜ฆ ๐˜ธ๐˜ข๐˜ด ๐˜ด๐˜ต๐˜ข๐˜ฃ๐˜ญ๐˜ฆ ๐˜ข๐˜ฏ๐˜ฅ ๐˜ฏ๐˜ฐ ๐˜ด๐˜ฆ๐˜ณ๐˜ช๐˜ฐ๐˜ถ๐˜ด ๐˜ณ๐˜ฆ๐˜ฑ๐˜ข๐˜ช๐˜ณ๐˜ด ๐˜ธ๐˜ฆ๐˜ณ๐˜ฆ ๐˜ณ๐˜ฆ๐˜ฒ๐˜ถ๐˜ช๐˜ณ๐˜ฆ๐˜ฅ. ๐˜๐˜ฆ ๐˜ธ๐˜ข๐˜ด ๐˜ต๐˜ฉ๐˜ณ๐˜ช๐˜ญ๐˜ญ๐˜ฆ๐˜ฅ ๐˜ข๐˜ฏ๐˜ฅ ๐˜ต๐˜ฉ๐˜ฆ ๐˜ด๐˜ข๐˜ญ๐˜ฆ ๐˜ธ๐˜ฆ๐˜ฏ๐˜ต ๐˜ต๐˜ฉ๐˜ณ๐˜ฐ๐˜ถ๐˜จ๐˜ฉ ๐˜ด๐˜ฎ๐˜ฐ๐˜ฐ๐˜ต๐˜ฉ๐˜ญ๐˜บ.

๐—–๐—ผ๐—ผ๐—บ๐—ฒ๐—ฟ๐—ฎ ๐—ต๐—ผ๐˜‚๐˜€๐—ฒ โ€“ ๐™’๐™๐™–๐™ฉ ๐™ž๐™จ ๐™ฉ๐™๐™ž๐™จ ๐™ช๐™ฃ๐™™๐™š๐™ง ๐™ฉ๐™๐™š ๐™จ๐™ก๐™–๐™—??

The buyer was very concerned about the slab edge beam not being on solid ground.
Our expert investigation found:
โ€ข The house had a waffle-pod slab
โ€ข There were some areas where the slab edge was not supported on solid ground
โ€ข The slab was also suspended on piers and also anchored into a retaining wall
โ€ข There had been no deflections of the house slab
๐˜ž๐˜ฆ ๐˜ข๐˜ด๐˜ด๐˜ถ๐˜ณ๐˜ฆ๐˜ฅ ๐˜ต๐˜ฉ๐˜ฆ ๐˜ฃ๐˜ถ๐˜บ๐˜ฆ๐˜ณ ๐˜ต๐˜ฉ๐˜ข๐˜ต ๐˜ต๐˜ฉ๐˜ฆ ๐˜ฉ๐˜ฐ๐˜ถ๐˜ด๐˜ฆ ๐˜ธ๐˜ข๐˜ด ๐˜ด๐˜ฐ๐˜ถ๐˜ฏ๐˜ฅ-๐˜ข๐˜ด-๐˜ข-๐˜ฑ๐˜ฐ๐˜ถ๐˜ฏ๐˜ฅ. ๐˜๐˜ฆ ๐˜ธ๐˜ข๐˜ด ๐˜ณ๐˜ฆ๐˜ข๐˜ญ๐˜ญ๐˜บ ๐˜ฉ๐˜ข๐˜ฑ๐˜ฑ๐˜บ ๐˜ข๐˜ฏ๐˜ฅ ๐˜ต๐˜ฉ๐˜ฆ ๐˜ด๐˜ข๐˜ญ๐˜ฆ ๐˜ธ๐˜ฆ๐˜ฏ๐˜ต ๐˜ต๐˜ฉ๐˜ณ๐˜ฐ๐˜ถ๐˜จ๐˜ฉ ๐˜ด๐˜ฎ๐˜ฐ๐˜ฐ๐˜ต๐˜ฉ๐˜ญ๐˜บ.

๐—–๐—ผ๐—น๐—น๐—ถ๐—ป๐—ด๐˜„๐—ผ๐—ผ๐—ฑ ๐—ฃ๐—ฎ๐—ฟ๐—ธ ๐—ต๐—ผ๐˜‚๐˜€๐—ฒ โ€“ ๐˜ฝ๐™ค๐™ฎ-๐™ค๐™-๐™—๐™ค๐™ฎ โ€“ ๐˜พ๐™–๐™ก๐™ก ๐™๐™ค๐™ง๐™š๐™ฃ๐™จ๐™ž๐™˜ ๐™€๐™ฃ๐™œ๐™ž๐™ฃ๐™š๐™š๐™ง๐™จ!!!

This property was built in the 80โ€™s 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
โ€ข Massive wall & ceiling cracks, tears and gaps
โ€ข Huge variations in floor levels
โ€ข Serious slab bending
โ€ข Significant slope from the front-left to the rear-right corner.
โ€ข Highly plastic clay soils shrinking and swelling
โ€ข Inadequate footings and slab.
๐˜›๐˜ฉ๐˜ฆ ๐˜ฉ๐˜ฐ๐˜ถ๐˜ด๐˜ฆ ๐˜ฉ๐˜ข๐˜ฅ ๐˜ฅ๐˜ฆ๐˜ค๐˜ข๐˜ฅ๐˜ฆ๐˜ด ๐˜ฐ๐˜ง ๐˜ด๐˜ฆ๐˜ณ๐˜ช๐˜ฐ๐˜ถ๐˜ด ๐˜ฎ๐˜ฐ๐˜ท๐˜ฆ๐˜ฎ๐˜ฆ๐˜ฏ๐˜ต๐˜ด ๐˜ข๐˜ฏ๐˜ฅ ๐˜ฅ๐˜ข๐˜ฎ๐˜ข๐˜จ๐˜ฆ๐˜ด. ๐˜๐˜ต ๐˜ธ๐˜ฐ๐˜ถ๐˜ญ๐˜ฅ ๐˜ฃ๐˜ฆ ๐˜ข ๐˜ฎ๐˜ข๐˜ซ๐˜ฐ๐˜ณ ๐˜ฑ๐˜ณ๐˜ฐ๐˜ซ๐˜ฆ๐˜ค๐˜ต ๐˜ฐ๐˜ง ๐˜ถ๐˜ฏ๐˜ฅ๐˜ฆ๐˜ณ๐˜ฑ๐˜ช๐˜ฏ๐˜ฏ๐˜ช๐˜ฏ๐˜จ ๐˜ข๐˜ฏ๐˜ฅ ๐˜ฃ๐˜ถ๐˜ช๐˜ญ๐˜ฅ๐˜ช๐˜ฏ๐˜จ ๐˜ณ๐˜ฆ๐˜ฑ๐˜ข๐˜ช๐˜ณ๐˜ด. And it’s not likely to be ๐˜ข๐˜ฏ ๐˜ฆ๐˜ค๐˜ฐ๐˜ฏ๐˜ฐ๐˜ฎ๐˜ช๐˜ค๐˜ข๐˜ญ ๐˜ฑ๐˜ณ๐˜ฐ๐˜ฑ๐˜ฐ๐˜ด๐˜ช๐˜ต๐˜ช๐˜ฐ๐˜ฏ.
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