Working in shop today, so here you go. Oregon 100791X that spent some time on a MS271.
This is probably the measurement you really need, from the inside to edge
From outside to edge
Overall diameter
Spline measurement
For lawsuits against a corporate entity, when the entity dies, the lawsuit dies. The only exceptions would be under limited circumstances when wrongful or fraudulent actions of the entity might give cause to a judge to pierce the veil and hold the principals/owners personally liable. This would...
I can only guess at what analysis was done by an arborist and the builder prior to construction, so I won't even try. I would read your contract carefully for anything regarding the tree, which I' sure you already have. You're doing the right thing getting a certified arborist out. This is...
Assuming the depth was correct, is there some reason you know of that having a notch is a problem? I don't think it matters.
As far as depth, just curious if you have tried one with a deeper depth to verify it won't work? I have the Oregon part here if you need some measurements.
Since the home is still under warranty, I would pursue builder to have tree removed. It's got a pretty good lean so it may have had root problems long before construction started. Tearing down a previous home certainly didn't help things. Tree preservation specs or not, I think it's reasonable...
Have you looked at Oregon 100791X. These guys say it it is compatible. I have one sitting here that I had on a 271 at one time, but for $25 you could just get it new. I don't think having a notch is an issue for saw that don't use it...
I heard the green solenoid got scrapped, and the white was the latest? I know that when the black ones wear out the plastic metering disc is allowing more fuel to pass than anticipated. The saw can compensate for the excess flow up until the solenoid ultimately reaches a mechanical limit. So...
Yeah exactly. Some of this was not in book, I swear. But, I gave it my best common sense guess and it worked. They hit a LOT of risk assessment. Like stuff that was buried deep between the bold words. Still got 91%, but dude, I fought and clawed for every bit of it. I'm missing a fingernail.
Thankfully I have a CA here who is gonna help shine some light on the path. My first CEU's are coming from an UF educators class he's involved in. I really dig the UF work and could see myself landing there.
Maybe that's the experimental questions they throw in there. They did not jive with the straightforward nature of the book practice questions that's for sure. I still scored well, but damn it was scary for a bit.
Done. Passed.
The first 10-15 questions had me worried. Not straightforward, answers all close. But then it got a lot better. I flagged 4 of the first 10 for review. My heart kind of sank there at first.
@Chris Schultz called it though. There were a bunch of questions with 3 tempting answers...
Taking the test tomorrow afternoon. There's a special beer that's been sitting in the fridge for several years waiting on the right occasion. I almost drank it a couple of times before, but abstained. Assuming I pass, should I drink it tomorrow night?
Oh man. I read this entire thread last night, mainly waiting on this BIG REVEAL. I guess it's safe to say that @Graeme McMahon pretty much answered the OP's question in about 2-3 sentences way back around page 4. 1/3rd notch depth gives a wide hinge. And plenty of real estate to work with in the...