Paul,
Many of the old Vic's of SF are baloon framed like this: 2X4R(Not 1 1/2X3 1/2), or 2X6R studs are stood up on end, toe nailed on the sill/mud plate for the full building hieght. Then they put a temporary strap to keep them parralel at each floor. Then laid the floor joist on that, nailed to the side of the stud with 2~3 30d nails. The outside was sheathed in 1X8, and subfloor in 1X6. (Against another building like many are here the sheathing whent on first, and jacked into place. A whole wall 30~40') The sheathing and subfloor locked the stud movement. Add lathe and plaster, and it was primative shear wall. Believe it or not, many of those buildings made it through several major quakes here in the last hundred years. And the air movement in the studs has detered rot as well. The fire hazard comes from the chiminey effect obtained due to the cavity from sill plate to the top plate at the roof of the building. Remodels here just add blocking at the top, mid and bottom.
http://uoregon.edu/~histpres/Courses/Lecture6_Handout.pdf
Something I have trouble trying to imagine is the shipping and handling of 2X(z)X30'+ of rough mill cut redwood. This was before trucks and cranes. I guess it showed up on a 4~6 HP cart (Real horses
), and man-handled with the lost arte of rigging.
The electricians of the day must have started the day by sharpening the drill bits. They have some of the cleanest cut holes... One wire per hole with a brace/crank style auger, all day by hand!
[This message has been edited by e57 (edited 09-11-2005).]