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Page 99
Walls and permanent partitions of Type II - F.R . buildings shall be of noncombustible fire - resistive construction ... Exterior walls and all structural members shall comply with the requirements specified in Section 504 and the fire ...
Walls and permanent partitions of Type II - F.R . buildings shall be of noncombustible fire - resistive construction ... Exterior walls and all structural members shall comply with the requirements specified in Section 504 and the fire ...
Page 101
Exterior Walls , Openings and Partitions Sec . 2003. ( a ) Exterior Walls . Exterior walls shall be constructed of noncombustible materials and shall comply with the fire - resistive requirements set forth in Section 504 and Table No.
Exterior Walls , Openings and Partitions Sec . 2003. ( a ) Exterior Walls . Exterior walls shall be constructed of noncombustible materials and shall comply with the fire - resistive requirements set forth in Section 504 and Table No.
Page 103
Exterior Walls , Openings and Partitions Sec . 2103. ( a ) Exterior Walls . Exterior walls shall be constructed of noncombustible materials and shall comply with the fire - resistive requirements set forth in Section 504 and Table No.
Exterior Walls , Openings and Partitions Sec . 2103. ( a ) Exterior Walls . Exterior walls shall be constructed of noncombustible materials and shall comply with the fire - resistive requirements set forth in Section 504 and Table No.
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Contents
Part Definitions and Abbreviations | 17 |
Fireresistive Substitution | 33 |
Pedestrian Walkways | 34 |
Copyright | |
119 other sections not shown
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Common terms and phrases
accordance additional allowable applied approved axial bars beam bearing bending building official Chapter column combination comply compression compressive stress computed concrete conform connections considered construction continuous covered Decking determined direction distance Division edge effective elasticity elements equipment exceed EXCEPTION exit exterior walls face factor feet fiber fire fire-resistive flexural floor foot forces Formula framing grade grain greater Group height horizontal hour inches increased inspection installed joints lateral least length less limited live load located masonry materials maximum modulus nails Occupancies one-hour openings panel parallel percent permitted placed portion protected ratio reinforcement resist roof rooms Section Select Structural separation shear side slab space span specified square steel storage story strength stress Structural Stud surface Table tension thickness Type U.B.C. Standard unit values vertical walls welds wide width wood