Recent comments in /f/DIY

fuxxociety t1_j27ob2d wrote

luckily that's the cabinet on the end. You can drill all the way through to the other side without affecting the finished look of the visible side.

I wouldn't use plastic inserts. Instead, pick up some FlipToggle drywall anchors.

https://images.thdstatic.com/productImages/41f4485c-9b6e-4c89-b4c8-5ae86df9eb61/svn/fliptoggle-hollow-wall-anchors-425m-64_300.jpg

You'll have to drill out the existing hole much bigger than it was, but after inserting the anchor, the included bolt will hold sturdier than the original.

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keestie t1_j27nq2m wrote

Is it for sure wood that you're screwing into? When you drilled the hole, did wood chips come out? If the drill bit broke going into wood, you need to practice drilling into wood without bending or stressing the bit.

BTW, a drill bit is a device made for drilling holes, and a driver bit is a device meant for putting screws in. Some people will call a driver bit a drill bit, but that's incorrect and confusing.

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Pulaski540 t1_j27mg51 wrote

Take measurements before you buy it, then cut it to size in the parking lot outside the store where you bought it. ... I have been known to take a T-square and a handsaw with me to Lowe's to cut timber or boards even though I own a pickup. Sometimes it is just that much easier to carrying material already cut into smaller pieces.

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display__name__ t1_j27lfhd wrote

You should hire an engineer to help you with the beam/post design and with the plans for permits. In general, a 4x10 beam would be more efficient than a 6x6 beam, but the actual size will depend on the roofing material, roof slope, and whether it needs to be designed for snow load. Using a higher grade/species lumber would also be an option to reduce the beam size.

With a 4x beam, 4x4 posts should be adequate, unless they're pretty tall. If you go with a 6x beam, 4x6 or 6x6 posts would be used, to match the beam width.

The existing foundation might be undersized to support increased post loads, and this would be another thing that your engineer would help you verify

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Iseepuppies t1_j27lay7 wrote

You could probably get away with it or find a metal platform of sorts to supplement the load bearing. If you’re playing around with that type of stuff be wary of building codes in your area as they made need approval of changes of anything more than 2’ off the ground etc. you could always go the tele-post route too and get some fancy cladding to hide it etc and could fix sag if there is any

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