6. THE STRUCTURE IS DESIGNED TO BE STABLE IN IT'S FINAL FORM. THE DESIGN AND SAFETY OF ALL TEMPORARY BRACING, SUPPORTS SHORING ETC. NECESSARY FOR CONSTRUCTION SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
This is how I would do it. lol, Are you required to direct the shoring work? I would not be all that comfortable with that without being onsite for most of the work- potentially too many circumstances/unknowns/conditions that might require some deviation/common sense. I have been surprised a couple times by how it was done. I've seen it down a few ways: (without engineer's direction) - Cut 2x4 cripples in every so often to support. I've seen them just leave a brick "column" every so often. (and by "every so often" I mean about 3x as far apart as I would have been comfortable) Like I said - I've been amazed before. Mostly arching action that allows it, but of course that may not help in every situation. A good, experienced mason would be invaluable on this project.