I’m shocked that the free market healthcare isn’t serving the needs of the population at large. This requires a fundamental change to the way we do things. I think we can all agree it’s time to create a special non-profit category for any existing for-profit healthcare or pharma company doing business in the US. They’re clearly constrained by over taxation and things like this wouldn’t happen if they were unburdened.
/s
“live and work and build and pay in that world in an ongoing basis”
There, that’s more what they’re envisioning.
I really do boycott Exxon - at least when it’s branded. In 35 years - since the Valdez spill - I’ve bought 1 gallon of gasoline from Exxon, and that was because I needed that much to get to another station without running out of fuel. It’s a trivial exclusion, though, as their drilling and refinery operations are so large that it’s likely I’m purchasing from them, or BP, (or Chevron). I don’t know of a major supplier who isn’t tainted by some part of the process. And I’m not rich enough to have the luxury of selection most of the time.
LOL - the paperwork is the easy part. Getting money and keeping the org alive and relevant is the real work. But I think you know that. ;-)
Exactly; I view them as the worst of the lot. But, like gasoline for my car and biometrics on my driver’s license and passport, I end up holding my nose because I know that - effectively - there is no clean, convenient way to circumvent them. And paypal - I use it for business transactions when I have to. Not because I like them, but because - for a business my size - there is no other way to take a payment remotely that doesn’t carry ridiculous fees and minimums.
Maybe PayPal in-house balances for payments where it’s accepted? That’s a pretty small network (by comparison) and, really, if PayPal is your least-evil option you may as well either suck off the other corporations or suffer the inconvenience of cash.
The most difficult part is creating the charter and selecting the appropriate category; after that it’s a small filing fee (most states) and - as long as you stay under $50k income - a trivial tax reporting burden. I’ll be filing two returns - one for MD and one for VA - for two non-profits I’m on the board of this weekend. I’ll be done before breakfast. They both have federal EINs and both are small enough we use Excel for ledger (since QuickBooks has gone to online-only annual extortion as their business model). Without paid employees or stockholders (just a board of directors), edit: and have no substantial physical property, and without donations coming from prohibited individuals or sanctioned stated, there is diminishingly little paperwork. If it’s just a virtual organization with leased remote assets like web services, the bar is pretty low. Maryland has no annual fee; Virginia has a small one ($75, I believe) to maintain the corporation.
The look on her face is clearly one of disappointment. It’s funny because it encapsulates the ~~children fyrefest ~~ Willy Wonka Experience but I never doubted she was just trapped in the machine.
I can tell if China is worried about current Russia or a future US under Trump.
They’d better not be playing all my free games before I get to them.
Interesting. That’s well under the limit for reporting and filing a detailed return, presuming there aren’t any other flags or limitations. The biggest stumbling block would be filtering international donations from sanctioned entities and regions, I suppose. TBH, I think the other (active) non-profit board I sit on has never actually worried, but we don’t have any members (donations coming from) outside of NA , UK and EU.
What is your annual income at the moment and do you think you can transition to your own 501c3 in a reasonable time frame. I am the director of a 501c3 which I am, for lack of a better word, “holding” until I have free time to do something with it. If you would like to discuss offline, send me a dm or just email me at my user name at gmail. This would have to be temporary and there would be some expenses for legal I’m sure, but as long as I can stay under my irs reporting threshold it should be minimal.
I’ve edited my post for accuracy, it was genuinely an honest mis-remembering of the attack; thank you for the clarification.
Picking a fight with a superpower is generally a poor idea. Killing military members - even in Jordan - might be considered a bit beyond mere commerce.
Edit: I did misremember the attackers in Jordan and thought that was part of the Houthi organization. The Houthi’s are attacking US warship(s) in the area, but haven’t directly killed an US service members that we know of/yet. The Jordan attack was (now that I’ve checked again) by one of the groups operating under the Islamic Resistance in Iraq.
My only defense here is that all of these attacks on US and UK vessels (merchant and military) are in retribution for the US support of Israel. And, yes, there are a lot of groups backed by Iran and Iraq who are using the Israel-Hamas/Israel destruction of Gaza as an excuse to lash out at Western powers who (generally) provide support to Israel. My apologies for the error.
Funny - I’m going to be in Boston in three weeks. Unfortunately I think all my time is booked from the time my plane touches down to the time I head back to BOS.
Fascinating interview around the technology. As someone who is generally skeptical of wild “zero carbon” claims, this was interesting enough that I would definitely go out of my way to see the process in person, just to learn more about it.
One option would be to make the beam a flush condition. To get a 16’ span with rafters you’re going to be using at least 2x8s. That’s 7.25" deep. If you were set the top of the beam at the top of the rafters and hang them from the beam (simpson or USP hangers) that buys you some space. Now an 11.88" LVL would only stick down 5-5/8" below the bottom of the rafters. (okay, 5-3/4"-6" with the additional slope over the 5.25" of beam) I’m not saying that a 3 ply 11x88 LVL with a 2.1E, bearing in a BC6 cap on 6x6s would work for your application, but the height tolerance would seem to add up in your favor.
The advantage of LVLs are that
The disadvantage is that the depth will be about 1/16th of the span when using 2-3 plies.
The advantage of steel is that an I beam (W shape is what you want, for “Wide Flange Beam”) will be about 2/3 the depth of an LVL. The disadvantages are
Note that nobody can properly answer your question from the data given (edit - just notice you mentioned 16’ rafters below). You would need to include the span of the rafters and (at least) your location to determine the snow loads and wind loads (edit: and seismic, though it’s unlikely to control for this design) for sizing the connections.
Disclaimer: I’m a structural engineer, but I’m not your structural engineer. For a long span like this I recommend contacting someone licensed in your jurisdiction to help you out.
That was a nice term report by a precocious 5th grader or, more likely, an AI generated article.