NOTE: Consider the following paragraph for residential construction as a way of increasing the visual appearance at a reasonable cost. will be concrete masonry] metal panels] panel with fasteners.].
Įarthquake loads: Mapped seismic acceleration parameters: SS:_ S1:_.
Snow loads: Ground snow load: _ Roof exposure. Wind loads: Design wind speed: _ Exposure category. Determine the snow exposure category from ASCE 7-10 Table 7-2. Determine the wind exposure category from IBC Paragraph 1609.4. NOTE: Determine the design wind speed, ground snow load, and seismic parameters from UFC 3-301-01, Structural Engineering. Live loads: In accordance with UFC 3-301-01, Structural Engineering. Loads must be specified wherever the loading information is most appropriate - usually in Section A10-Foundations or B10-Superstructure. For these projects, refer to Standard Design-Build Template ESR A10 for a template for specifying loads. For live loads, refer to UFC 3-301-01, Structural Engineering. For special loading conditions not specified in UFC 3-301-01, Structural Engineering refer to Standard Design-Build Template ESR A10 for a template for specifying loads. NOTE: For live loads refer to UFC 3-301-01, Structural Engineering. The occupancy category will establish the Importance Factors for wind, snow, and earthquake loads. For special occupancies that are unique to the military (Occupancy Category V), refer to UFC 3-301-01, Structural Engineering. NOTE: Determine the occupancy category from IBC Table 1604.5. The structural system must be designed using the following parameters: