In accordance with R301.3 you can actually increase stud height to 12 feet without a design if you increase the amount of bracing by 10% in wind and 20% in seismic. This allows you to increase the 10 foot stud height in TABLE R602.3(5) to 12 feet.
1. For wood wall framing, the laterally unsupported bearing wall stud height permitted byTable R602.3(5) plus a height of floor framing not to exceed 16 inches (406 mm).
Exception: For wood framed wall buildings with bracing in accordance with Tables R602.10.1.2(1) and R602.10.1.2(2), the wall stud clear height used to determine the maximumpermitted story height may be increased to 12 feet (3658 mm) without requiring an engineered design for the building wind and seismic force resisting systems provided that the length of bracing required by Table R602.10.1.2(1) is increased by multiplying by a factor of 1.10 and the length of bracing required by Table R602.10.1.2(2) is increased by multiplying by a factor of 1.20. Wall studs are still subject to the requirements of this section.
TABLE R602.3.1 permits you to increase stud heights within the parameters of the footnotes of the table below, which is pretty limited:
a. Design required.
b. Applicability of this table assumes the following: Snow load not exceeding 25 psf, fb not less than 1310 psi determined by multiplying the AF&PA NDS tabular base design value by the repetitive use factor, and by the size factor for all species except southern pine, E not less than 1.6 × 106 psi, tributary dimensions for floors and roofs not exceeding 6 feet, maximumspan for floors and roof not exceeding 12 feet, eaves not over 2 feet in dimension and exterior sheathing. Where the conditions are not within these parameters, design is required.
c. Utility, standard, stud and No. 3 grade lumber of any species are not permitted.