Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 91
The requirements of Part IV are for the various types of construction and
represent varying degrees of public safety and resistance to fire . Every building
shall be classified by the building official into one of the types of construction set
forth in ...
The requirements of Part IV are for the various types of construction and
represent varying degrees of public safety and resistance to fire . Every building
shall be classified by the building official into one of the types of construction set
forth in ...
Page 206
They shall be covered with corrosion - resistant wire mesh not less than 14 inch
nor more than 1 / 2 inch in any dimension . ... than 6 inches to earth shall be
treated wood or wood of natural resistance to decay , as defined in Section 2502
( a ) .
They shall be covered with corrosion - resistant wire mesh not less than 14 inch
nor more than 1 / 2 inch in any dimension . ... than 6 inches to earth shall be
treated wood or wood of natural resistance to decay , as defined in Section 2502
( a ) .
Page 554
For the purpose of determining the degree of fire resistance afforded , the
materials of construction listed in this chapter shall be assumed to have the fire -
resistance rating indicated . Any material or assembly of materials of construction
tested ...
For the purpose of determining the degree of fire resistance afforded , the
materials of construction listed in this chapter shall be assumed to have the fire -
resistance rating indicated . Any material or assembly of materials of construction
tested ...
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Contents
Construction Height and Allowable Area | 16 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
68 other sections not shown
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Common terms and phrases
accordance additional allowable applied approved assembly bars beam bearing bending bolts building official ceiling Chapter column compression compressive stress computed concrete conform connections considered construction continuous covering Decking determined diameter direction distance Division doors edge effective equal equipment exceed EXCEPTION exit exterior face factor feet fire fire-resistive flange floor foot forces Formula frame grade greater Group gypsum height horizontal inches inspection installed joints lateral least length less limited load located lumber masonry materials maximum metal nails Occupancies openings percent permitted placed plans plaster plate portion pounds protection ratio reinforcement resist roof rooms Section Select separation shear side single slab space span specified square steel story strength stress Structural studs surface Table tension tests thickness tion Type U.B.C. Standard unit values vertical walls welds width wire wood