Uniform Building Code |
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Page 51
Except for buildings containing Group H , Division 1 through Division 4
Occupancies , the provisions of this paragraph are ... The total width of all
openings in any three - hour fire - resistive occupancy separation wall in any one
story shall not ...
Except for buildings containing Group H , Division 1 through Division 4
Occupancies , the provisions of this paragraph are ... The total width of all
openings in any three - hour fire - resistive occupancy separation wall in any one
story shall not ...
Page 54
The exterior walls and the projecting elements above shall be of not less than
onehour fire - resistive construction for a ... Two - hour area separation walls may
terminate at the underside of the roof sheathing , deck or slab , provided : A ...
The exterior walls and the projecting elements above shall be of not less than
onehour fire - resistive construction for a ... Two - hour area separation walls may
terminate at the underside of the roof sheathing , deck or slab , provided : A ...
Page 65
1 . Any building or portion of a building having an assembly room with an
occupant load of 300 or more without a ... A fire - resistive ceiling for the roof -
ceiling assembly in one - story portions of buildings of Type II One - hour , Type III
One ...
1 . Any building or portion of a building having an assembly room with an
occupant load of 300 or more without a ... A fire - resistive ceiling for the roof -
ceiling assembly in one - story portions of buildings of Type II One - hour , Type III
One ...
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Contents
Effective Use of the Uniform Building Code | 19 |
Part Administrative | 25 |
201 | 28 |
Copyright | |
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Common terms and phrases
accordance additional allowable applied approved assembly bars beam bearing bending building official ceiling Chapter column compression computed concrete conform connections considered construction continuous covering Decking determined diameter direction distance Division doors effective elements equal equipment exceed EXCEPTION exit exterior walls face factor feet fire fire-resistive flexural floor foot forces Formula framing grade grain greater Group height horizontal inches increased installed joints lateral least length less limited liquids load located lumber masonry materials maximum metal nails noncombustible Occupancies one-hour openings parallel percent permitted placed portion pounds protected reinforcement resist roof rooms Select Structural separation shear side slab solid space span Special specified square feet steel storage story strength stress Structural Stud surface Table tension tests thickness Type U.B.C. Standard units values vertical walls welds wide width wire wood