02-385-890 Me. Code R. § D-XV
Current through 2025-03, January 15, 2025
Foundations for homes designed for and located in areas with roof live loads greater than 40 psf must be designed by the manufacturer for the special snow load conditions in accordance with acceptable engineering practice.Where site or other conditions, final determination to be made by the Manufactured Housing Board, prohibit the use of the manufacturer's instructions, a registered professional engineer or registered architect must design the foundation for the special snow load conditions.
Ramadas may be used in areas with roof live loads greater than 40 psf. Ramadas shall be self-supporting, except any connection to the home shall be for weatherproofing only.
02-385 C.M.R. ch. 890, § D-XV