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Page 58
Where an approved spray booth constructed as specified in the Fire Code is installed , such booth need not be separated from other Group H or Group B Occupancies . Construction , Height and Allowable Area Sec . 902. ( a ) General .
Where an approved spray booth constructed as specified in the Fire Code is installed , such booth need not be separated from other Group H or Group B Occupancies . Construction , Height and Allowable Area Sec . 902. ( a ) General .
Page 77
Part IV REQUIREMENTS BASED ON TYPES OF CONSTRUCTION Chapter 17 CLASSIFICATION OF ALL BUILDINGS BY TYPES OF CONSTRUCTION AND GENERAL REQUIREMENTS General Sec . 1701. The requirements of Part IV are for the various types of construction ...
Part IV REQUIREMENTS BASED ON TYPES OF CONSTRUCTION Chapter 17 CLASSIFICATION OF ALL BUILDINGS BY TYPES OF CONSTRUCTION AND GENERAL REQUIREMENTS General Sec . 1701. The requirements of Part IV are for the various types of construction ...
Page 78
The provisions of this section are exceptions to the construction requirements of Table No. ... only and which do not establish a corridor serving an occupant load of 30 or more may be constructed of : A. Noncombustible materials .
The provisions of this section are exceptions to the construction requirements of Table No. ... only and which do not establish a corridor serving an occupant load of 30 or more may be constructed of : A. Noncombustible materials .
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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