In this project, we focused on designing a wooden canopy. The first part of the task was to calculate the loads from snow and wind on the purlin and the main beam. We calculated the snow load according to Eurocode EN 1991-1-3 and the wind load according to Eurocode EN 1991-1-2. From the calculation, we obtained the snow load value of 0,8 kN/𝑚2 ,, and the wind load value of 0,17 kN/𝑚2. The permanent load is given and was taken as such in the calculation, amounting to gk=0.20 kN/m². According to the given template, we dimensioned the elements of the defined static systems, main – POZ 2, and secondary (purlin) POZ 1, according to the currently applicable HRN-EN standards and regulations. The static system of the purlin is a simple beam. After analyzing the loads acting on the purlin and obtaining the calculated values of internal forces, dimensioning was carried out. The cross-section dimensions of the purlin are b/h = 14/24 cm, and it is made from solid softwood of strength class C24. After conducting the ultimate limit state check, the utilization of the purlin cross-section is 64 %. Based on the cross-section utilization, we can say that we have a rational and economically viable element. The ultimate limit state was checked, and it was concluded that all deflections are within the allowable limits. The cross-section dimensions of the main beam are b/h = 14/46 cm, and the column dimensions are b/h = 14/14 cm. The elements are made of glued laminated timber, strength class GL24h. After conducting the ULS checks, the utilization of the beam cross-section is 93%, while that of the column is 47%.