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Page 109
Exterior Walls and Openings Sec. 1803. (a) Exterior Walls. Exterior walls and all
structural members shall comply with the requirements specified in Section 504
and the fire-resistive provisions set forth in Table No. 17-A. EXCEPTIONS: 1 .
Exterior Walls and Openings Sec. 1803. (a) Exterior Walls. Exterior walls and all
structural members shall comply with the requirements specified in Section 504
and the fire-resistive provisions set forth in Table No. 17-A. EXCEPTIONS: 1 .
Page 118
Structural framework shall be of steel or iron as specified in Chapter 27 , concrete
as in Chapter 26, masonry as in Chapter 24, or wood as in Chapter 25 and this
chapter. Exterior Walls, Openings and Partitions Sec. 2103. (a) Exterior Walls.
Structural framework shall be of steel or iron as specified in Chapter 27 , concrete
as in Chapter 26, masonry as in Chapter 24, or wood as in Chapter 25 and this
chapter. Exterior Walls, Openings and Partitions Sec. 2103. (a) Exterior Walls.
Page 601
Heat-actuated devices used in automatic fire assemblies providing three-hour fire
protection shall be installed, one on each side of the wall at the top of the
opening and one on each side of the wall at the ceiling height where the ceiling
is ...
Heat-actuated devices used in automatic fire assemblies providing three-hour fire
protection shall be installed, one on each side of the wall at the top of the
opening and one on each side of the wall at the ceiling height where the ceiling
is ...
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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 | |
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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