I noticed in the first paragraph on section 11.2.4. of the Build book; "It (a Lattice braced top) is a very efficient structure and consequently we have used it in (among other instruments) acoustic bass guitars. For the steel string instruments we tend to upgrade the substrate to western red cedar or even to Sitka spruce in order to achieve satisfactory shear strength in the lattice"
I'm building a prototype guitar and it's specs (as I've drawn them) are as follows;
4-string acoustic bass guitar, E-G
Scale length; 864mm
Body length; 670mm (13th fret at the body/neck joint)
Body width at lower bout; 490mm
The body has a tone-well chassis; 500mm long and 480mm wide
Top is Redwood (only because its what I have in this size)
According to my drawings, if I use a 10m dished top, and the neck is attached so it is coplaner with the top at the upper bout (and using a saddle protrusion of 5mm, the bass will end up with a bridge that is 11mm thick and a 16mm string height over the body.
I'll assume that spruce should be used for the lattice elements, but I'm unsure of the their depth, and the top thickness.
I tend to have an "over the thumb" approach. My intuition says; bump the top thickness to 2.5mm, lattice elements of spruce at 9mm deep. Two things I've learned over the years about this approach; it is prone to error and make prototypes

Does anyone have experience with this?