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When wind conditions actually do, or are predicted or expected to, or based on other measurements can reasonably be extrapolated to, exceed a velocity at the scaffold level identified in the manufacturer's specifications as posing a hazard, such scaffolding shall be lowered to the ground and secured or, if required by the manufacturers' specifications, raised to the roof and secured.
Related Code Sections
3323.3.2 Work Site Safety and Operations, Wind
When wind conditions actually do, or are predicted or expected to, or based on other measurements can reasonably be extrapolated to, exceed ...
2019 Chicago Building Code > 33 Work Site Safety and Operations > 3323 Scaffolding > 3323.3 Safeguards > 3323.3.2 Wind
1402.3 Relocated or Moved Buildings, Wind Loads
Buildings shall comply with the Chicago Building Code wind provisions. Exceptions: Group R-5 and U occupancies where wind loads at the new ...
2019 Chicago Building Rehabilitation Code > 14 Relocated or Moved Buildings > 1402 Requirements > 1402.3 Wind Loads
1507.17.8 Roof Assemblies and Rooftop Structures, Wind Resistance
with the classification requirements of Table 1504.1.1 for the appropriate maximum nominal design wind speed. Photovoltaic shingle packaging shall bear ...
2019 Chicago Building Code > 15 Roof Assemblies and Rooftop Structures > 1507 Requirements for Roof Coverings > 1507.17 Photovoltaic Shingles > 1507.17.8 Wind Resistance
Section 1609 Structural Design, Wind Loads
, structures and parts thereof shall be designed to withstand the minimum wind loads prescribed herein. Decreases in wind loads shall not be made ...
2308.7.5 Wood, Wind Uplift
uplift connection requirements are based on wind loading on end zones as defined in Figure 28.5-1 of ASCE 7. Connection loads for connections located ...
2019 Chicago Building Code > 23 Wood > 2308 Conventional Light-Frame Construction > 2308.7 Roof and Ceiling Framing > 2308.7.5 Wind Uplift