Uniform Building Code |
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Page 51
A " four - hour fire - resistive occupancy separation ” shall have no openings therein and shall be of not less than ... The total width of all openings in any three - hour fire - resistive occupancy separation wall in any one story ...
A " four - hour fire - resistive occupancy separation ” shall have no openings therein and shall be of not less than ... The total width of all openings in any three - hour fire - resistive occupancy separation wall in any one story ...
Page 54
The exterior walls and the projecting elements above shall be of not less than onehour fire - resistive ... Two - hour area separation walls may terminate at the underside of the roof sheathing , deck or slab , provided : A. Where the ...
The exterior walls and the projecting elements above shall be of not less than onehour fire - resistive ... Two - hour area separation walls may terminate at the underside of the roof sheathing , deck or slab , provided : A. Where the ...
Page 65
A fire - resistive ceiling for the roof - ceiling assembly in one - story portions of buildings of Type II One - hour , Type III One - hour or Type V One - hour construction may be omitted , provided the roof framing system is open to ...
A fire - resistive ceiling for the roof - ceiling assembly in one - story portions of buildings of Type II One - hour , Type III One - hour or Type V One - hour construction may be omitted , provided the roof framing system is open to ...
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Contents
Effective Use of the Uniform Building Code | 19 |
Part Definitions and Abbreviations | 41 |
Requirements for Group A Occupancies SEC 601 Group A Occupancies Defined | 65 |
Copyright | |
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Common terms and phrases
accordance allowable applied approved assembly bars beam bearing bending building official ceiling cement Chapter column compression computed concrete conform connections considered construction continuous covered Decking determined diameter direction distance Division doors edge effective equal equipment exceed EXCEPTION exit exterior face factor feet fiber fire fire-resistive flexural floor foot forces Formula framing gauge grade grain greater Group gypsum height horizontal inches installed joints lateral lath least length less limited load located lumber masonry materials maximum metal nails Occupancies openings panels parallel percent permitted placed plaster plastic plate portion pounds protected ratio reinforcement resist roof rooms Section Select separation shear side slab solid space span specified square feet steel story strength stress Structural studs surface Table tension tests thickness Type U.B.C. Standard units values vertical walls welds width wire wood