Uniform Building Code |
From inside the book
Results 1-3 of 84
Page 51
Where the occupancy separation is horizontal, structural members supporting the
separation shall be protected by equivalent fire-resistive construction. (c) Types
of Occupancy Separations. Occupancy separations shall be classed as ...
Where the occupancy separation is horizontal, structural members supporting the
separation shall be protected by equivalent fire-resistive construction. (c) Types
of Occupancy Separations. Occupancy separations shall be classed as ...
Page 61
(4) Openings shall be protected by a fire assembly having a three-fourths-hour
fire-protection rating. s 8 i 2 2 8? J| □S " P. Protected less than 60 feet Not
permitted less than 5 feet Protected less than 10 feet Not permitted less than S
feet, ...
(4) Openings shall be protected by a fire assembly having a three-fourths-hour
fire-protection rating. s 8 i 2 2 8? J| □S " P. Protected less than 60 feet Not
permitted less than 5 feet Protected less than 10 feet Not permitted less than S
feet, ...
Page 599
Penetrations in walls requiring protected openings shall be fire-stopped.
Firestopping shall be an approved material securely installed and capable of
maintaining its integrity when subjected to test temperatures prescribed in U.B.C.
Standard ...
Penetrations in walls requiring protected openings shall be fire-stopped.
Firestopping shall be an approved material securely installed and capable of
maintaining its integrity when subjected to test temperatures prescribed in U.B.C.
Standard ...
What people are saying - Write a review
We haven't found any reviews in the usual places.
Contents
Effective Use of the Uniform Building Code | 19 |
Part IIDefinitions and Abbreviations | 41 |
Requirements for Group A Occupancies SEC 601 Group A Occupancies Defined | 65 |
Copyright | |
133 other sections not shown
Other editions - View all
Common terms and phrases
accordance with Section applied approved assembly automatic sprinkler system bars beam bending bolts building official building or structure ceiling Chapter column compression members compressive strength computed concrete dead load diameter distance Division doors edge exceed exit exterior walls factor fire fire-resistive construction flange flexural members foot Formula framing gauge girders grade Group grout gypsum height horizontal inches installed joints joists lath least length less live load located longitudinal masonry materials maximum metal minimum nails noncombustible occupant load one-hour fire-resistive openings panels percent permitted plastic plate plywood portland cement prestressing protected ratio resist roof rooms shear reinforcement shear strength shear stress sheathing side slab smoke detector space span specified in Section splices square feet square inch stairway steel structure studs surface Table tensile tensile stress tension tests thickness Type U.B.C. Standard unit vertical welds width wire wood wood shingles yield strength