Padang is considered as earthquake-prone areas. This is proven by the latest powerful quake that struck in the areas of Padang as happened in 2007, 2009, and 2013. Therefore, earthquake resistant building need to be planned well in order to avoid life and materials losses by planning maximum earthquake-resistant structure. The purpose of this paper is to plan reinforced concrete structure of hotel buildings in Padang by using bearers moment frame system. The building structure includes structural slab, beams, columns, sloof and foundations. Structure calculations were based on SNI 03-2847 -2013, SNI 03-1726 - 2012, PBI 1983 and other structural design supporting literatures. The structure planning performed by using ETABS application to obtain internal forces that occurs. From those internal forces, it's obtained reinforcement plate with 10 cm thick, reinforcement pedestal with 10 cm in diameter, distance 15 cm, and for diameter of field 10 cm distance 20 cm, 25cm /45 cm beam with three pull reinforcement with 22 mm in diameters, and two press with 22 mm in diameter. Reinforcement column 12, 16 in diameter, sloop 35cm / 60cm with reinforcement press 4 with 22 mm in diameter and pull 3 with 22 mm in diameter. pile cap with 60cm thick and 40cm x 40cm piles with 4 reinforcement 16 mm in diameter with 26m depth.