Wind Loads Sample Clauses

Wind Loads. Chapter 6 of ASCE Standard No. 7, Minimum Design Loads for Buildings and Other Structures, edition (ASCE

Wind Loads. As indicated on Structural Drawings.

Wind Loads. Wind loads shall be derived from TCVN 2737 – 1995: Loads and effects - Design Standard or from UBC 1997. The basic wind speed for the CO~MO site which is the ‘fastest mile wind speed’ as defined in Table 16F of UBC 1997 shall be taken as 40m/sec which is equal to the tabulated value of 144 kilometre per hour.

Wind Loads. Provide completed storefront system capable of withstanding wind pressure loads, normal to the wall plane indicated, as indicated on drawings.

Wind Loads. Provide entrance and storefront systems, including anchorage, capable of withstanding wind-load design pressures calculated according to requirements of authorities having jurisdiction or the American Society of Civil Engineers’ ASCE 7, “Minimum Design Loads for Building and Other Structures,” 6.4.2 “ Analytical Procedure,” whichever are more stringent.