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Page viii
Requirements for Group A Occupancies SEC . 601. Group A Occupancies Defined 602. Construction , Height and Allowable Area . 603. Location on Property 604. Exit Facilities .. 605. Light , Ventilation and Sanitation . 606.
Requirements for Group A Occupancies SEC . 601. Group A Occupancies Defined 602. Construction , Height and Allowable Area . 603. Location on Property 604. Exit Facilities .. 605. Light , Ventilation and Sanitation . 606.
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Part III REQUIREMENTS BASED ON OCCUPANCY Chapter 5 CLASSIFICATION OF ALL BUILDINGS BY USE OR OCCUPANCY AND GENERAL REQUIREMENTS FOR ALL OCCUPANCIES Occupancy Classified Sec . 501. Every building , whether existing or hereafter erected ...
Part III REQUIREMENTS BASED ON OCCUPANCY Chapter 5 CLASSIFICATION OF ALL BUILDINGS BY USE OR OCCUPANCY AND GENERAL REQUIREMENTS FOR ALL OCCUPANCIES Occupancy Classified Sec . 501. Every building , whether existing or hereafter erected ...
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Chapter 9 REQUIREMENTS FOR GROUP H OCCUPANCIES Group H Occupancies Defined Sec . 901. ( a ) General . Group H Occupancies shall be : Division 1. Storage , handling , use or sale of hazardous and highly flammable or explosive materials ...
Chapter 9 REQUIREMENTS FOR GROUP H OCCUPANCIES Group H Occupancies Defined Sec . 901. ( a ) General . Group H Occupancies shall be : Division 1. Storage , handling , use or sale of hazardous and highly flammable or explosive 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