Yeah, I’ve run into that “inspector roulette” a few times myself. One guy told me my foundation bolts were “too shiny to be original,” so he wanted to see receipts. Another waved me through with a handshake and a “looks good to me.” It’s wild how much comes down to the vibe in the room.
About quake-readiness, I totally get the love for old-growth lumber. Some of those beams are like petrified trees—barely a scratch after decades. But I’ve also seen houses with gorgeous old timbers that were just toe-nailed to the sill, no real anchoring. That’s the part I always check first: are the mudsills actually bolted down, and are the cripple walls braced? Doesn’t matter how beefy the wood is if it’s not tied together.
If I’m walking through a place, I look for these basics:
1. Anchor bolts or retrofit plates at the sill plate—should be every 6 feet or so.
2. Plywood shear panels on the cripple walls (not just diagonal bracing).
3. Simpson ties or similar hardware connecting joists to beams—though, yeah, apparently those can be “too new” for some folks.
4. Any big unbraced openings, like garage doors, are a red flag.
I used to think you could just “eyeball” it, but after seeing what a real shake does, I’m a lot more careful. Even the best old wood won’t help if the house wants to walk off the foundation. And, honestly, sometimes the code updates make sense, even if they feel nitpicky in the moment.
Funny thing is, I’ve had to redo perfectly good work just because the inspector wanted it a certain way. But if it keeps the house from sliding into the street, I’ll take the extra hassle. At the end of the day, it’s about stacking the odds in your favor—old-school strength plus modern connections. That’s my go-to combo.