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2308.12.9 Anchorage in Seismic Design Category E
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Steel bolts with a minimum nominal diameter of 5/8 inch (15.9 mm) shall be used in Seismic Design Category E.
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2308.12.9 Wood, Anchorage in Seismic Design Category E
Steel bolts with a minimum nominal diameter of 5 / 8 inch (15.9 mm) shall be used in Seismic Design Category E ...
2010 Building Code of NY > 23 Wood > 2308 Conventional Light-Frame Construction > 2308.12 Additional Requirements for Conventional Construction in Seismic Design Category D or E > 2308.12.9 Anchorage in Seismic Design Category E
2308.3.1.2 Wood, Braced Wall Line Sill Plate Anchorage in Seismic Design Category E
Sill plates along braced wall lines in buildings assigned to Seismic Design Category E shall be anchored with not less than 5 / 8 -inch diameter ...
2020 Building Code of New York State > 23 Wood > 2308 Conventional Light-Frame Construction > 2308.3 Foundations and Footings > 2308.3.1 Foundation Plates or Sills > 2308.3.1.2 Braced Wall Line Sill Plate Anchorage in Seismic Design Category E
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equipment for emergency and standby power systems in structures assigned to Seismic Design Category C, D, E or F.
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Building Code 2015 of New York State > 17 Special Inspections and Tests > 1705 Required Special Inspections and Tests > 1705.12 Special Inspections for Seismic Resistance > 1705.12.6 Plumbing, Mechanical and Electrical Components
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equipment for emergency and standby power systems in structures assigned to Seismic Design Category C, D, E or F. Anchorage of other electrical equipment ...
2020 Building Code of New York State > 17 Special Inspections and Tests > 1705 Required Special Inspections and Tests > 1705.12 Special Inspections for Seismic Resistance > 1705.12.6 Plumbing, Mechanical and Electrical Components
2305.3.11 Wood, Sill Plate Size and Anchorage in Seismic Design Category D, E or F
and the nut. Sill plates resisting a design load greater than 490 plf (7154 N/m) using load and resistance factor design or 350 plf (5110 N/m) using ...
2010 Building Code of NY > 23 Wood > 2305 General Design Requirements for Lateral-Force-Resisting Systems > 2305.3 Design of Wood Shear Walls > 2305.3.11 Sill Plate Size and Anchorage in Seismic Design Category D, E or F