Browse Forums Building A New House 1 Apr 17, 2022 11:46 pm Hi I'm looking for a inspection & defects report to be provided due to poor substandard work by the builder. Can anyone suggest an inspector? Like ⋅ Add a comment ⋅ Pin to Ideaboard ⋅ Like ⋅ Add a comment ⋅ Pin to Ideaboard ⋅ Like ⋅ Add a comment ⋅ Pin to Ideaboard ⋅ Like ⋅ Add a comment ⋅ Pin to Ideaboard ⋅ Re: Critical stage inspection & defects report Sydney 3Apr 18, 2022 5:43 pm Image 1 The washers & nuts are required to have uniform tie-down, the issue you have is only 1/4 to 1/3 of the washers are doing the job, Sydney obviously is not a high wind zone, but those connections run the risk of sheer. Image 2 Cutting the bottom plate to allow the waste to be brought up in the wall is fine, BUT the section showing to the bottom part of the image shows an anka bolt to tie the frame to the slab is correct, you need to confirm there is a tie anka bolt on the other side (top side of image) of the stud. The whole of the bottom plate needs to be rigid. The issue I do see is that wall has a diagonal tie (bracing wall) without that anka bolt that brace is useless! Image 3 I'm guessing its in the garage, if not where's the wrap to the frame. If it is the garage not good practice but ok Image 4 Nice checkout of the bricks. Are they just expecting the beam to like where its siting and stay there? because they seem to have not fixed the beam to anything, bolts, coach screws would probably help! We are Expert Consultant's, and we are here to help. Re: Critical stage inspection & defects report Sydney 4Apr 19, 2022 11:06 am aussieta might be me but i am not seeing anything too bad maybe the brick cutting in the last photo, but the trim is yet to go on Bolts to steel post are not tensioned and the anchors were set after complaining to the builder that it was not standard. Actually, I was able to undo the nuts with my fingers. Re: Critical stage inspection & defects report Sydney 5Apr 19, 2022 11:21 am BuildingandLegal Image 1 The washers & nuts are required to have uniform tie-down, the issue you have is only 1/4 to 1/3 of the washers are doing the job, Sydney obviously is not a high wind zone, but those connections run the risk of sheer. Image 2 Cutting the bottom plate to allow the waste to be brought up in the wall is fine, BUT the section showing to the bottom part of the image shows an anka bolt to tie the frame to the slab is correct, you need to confirm there is a tie anka bolt on the other side (top side of image) of the stud. The whole of the bottom plate needs to be rigid. The issue I do see is that wall has a diagonal tie (bracing wall) without that anka bolt that brace is useless! Image 3 I'm guessing its in the garage, if not where's the wrap to the frame. If it is the garage not good practice but ok Image 4 Nice checkout of the bricks. Are they just expecting the beam to like where its siting and stay there? because they seem to have not fixed the beam to anything, bolts, coach screws would probably help! You are correct - Img 1 & 2 require further work. My concern with the waste pipe is that it's past the frame and sits slightly over, to the entertainment room (Right hand site ) How is this going to be fixed? In regards to wrapping, there are none - this was raised by the BASIX provider - according to his report the insulation will sit on the frame and no wrapping is required. Like ⋅ Add a comment ⋅ Pin to Ideaboard ⋅ The flooring to upper level is not even - notice the waves on the flooring - concern is mainly when the tiling is set Like ⋅ Add a comment ⋅ Pin to Ideaboard ⋅ Sag to the RHS o the sliding door between frame Like ⋅ Add a comment ⋅ Pin to Ideaboard ⋅ unncessesaary nailing Like ⋅ Add a comment ⋅ Pin to Ideaboard ⋅ appears to be damaged by terminate to the frame? Like ⋅ Add a comment ⋅ Pin to Ideaboard ⋅ cracked beams throughout Like ⋅ Add a comment ⋅ Pin to Ideaboard ⋅ inappropriate nailing Like ⋅ Add a comment ⋅ Pin to Ideaboard ⋅ Re: Critical stage inspection & defects report Sydney 6Apr 19, 2022 11:21 am BuildingandLegal Image 1 The washers & nuts are required to have uniform tie-down, the issue you have is only 1/4 to 1/3 of the washers are doing the job, Sydney obviously is not a high wind zone, but those connections run the risk of sheer. Image 2 Cutting the bottom plate to allow the waste to be brought up in the wall is fine, BUT the section showing to the bottom part of the image shows an anka bolt to tie the frame to the slab is correct, you need to confirm there is a tie anka bolt on the other side (top side of image) of the stud. The whole of the bottom plate needs to be rigid. The issue I do see is that wall has a diagonal tie (bracing wall) without that anka bolt that brace is useless! Image 3 I'm guessing its in the garage, if not where's the wrap to the frame. If it is the garage not good practice but ok Image 4 Nice checkout of the bricks. Are they just expecting the beam to like where its siting and stay there? because they seem to have not fixed the beam to anything, bolts, coach screws would probably help! Re: Critical stage inspection & defects report Sydney 7Apr 19, 2022 12:15 pm The waste will have a reducer fitted, probably a 100x50 or a 100x40 depending on what it's picking up so it's fine. your new 1st & 2nd images are rim board their sole purpose is to prevent rotation of the I-Joists, so these are fine. Your frame and floor have clearly been exposed to the weather for some time, in the current market unfortunate, but is is what it is. Your state's Standard & Tolerance Guide will provide a good reference to check this stuff against, but the deviation in the chipboard floor is a weather sag between 2 I-Joists at 600mm centres, this is within tolerance. Your "unncessesaary nailing" is necessary! as you're talking about the straps. The bottom plate is nailed down to the floor, the studs are nailed through the bottom plate into the stud, these straps are providing resistance against uplift. In other words that strap nailed to the inside face of the stud runs under the bottom plate which is nailed down and runs up the outside face of the stud. so it is there to hold the frame down to the floor. The delamination of the top piece of the I-Joist is weather related and not ideal but as the upper floor is completed the loads will load-down and close up the separation. The paper is a VAPOUR BARRIER not insulation, it's sole purpose is to protect the frame against the transfer of moisture. It is there to address condensation, & it would have protected your frames to a certain degree. If you had an independent stage inspection I would be demanding my money back, any idiot can take a photo and put it in a report, your inspector should have raised these issues and explained why they need to be addressed. We are Expert Consultant's, and we are here to help. The significant date is when receive final payment invoice Check that section of contract Bit of fluff by builders prior to that 1 15913 There are a lot of private inspectors should have stayed working as tradies!! Firstly, you paid for a professional opinion of the works, if he has picked up on an item he… 1 1980 Hi All, I engaged a tradie to install concrete retaining wall 600-800mm high over 32 meters in Victoria. Sleepers are 200*75*2000 mm installed over 17 steel posts. I… 0 6889 |