The shown mono-slope roof structure is to be designed as a fully enclosed building and as an essential facility in the municipality of Vieques, PR. The building will be located on the open flat terrain. Employing Method 2 of the ASCE 7-05 edition in chapter 6 and considering both wind directions shown determine the external design wind pressure over the windward wall, the leeward wall, the side walls, and the roof. In addition, consider that G = 0.85 and K = 0.85. Clearly, state all your assumptions and calculations. Summarize all your result in a building diagram showing all the wind loads. Wind direction 1 is perpendicular to the ridge and wind direction 2 is parallel to the ridge 20' WIND DIRECTION 1 100' 0 = 20 deg 40 WIND DIRECTION 2