Uniform Building Code |
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Page 41
5 - C - BASIC ALLOWABLE FLOOR AREA FOR BUILDINGS ONE STORY IN HEIGHT1 ( In Square Feet ) TYPES OF CONSTRUCTION II IV V ONE - HOUR N ONE - HOUR N H.T. ONE - HOUR N 13,500 10,500 Not Permitted 9,100 12,000 18,000 13,500 3,700 7,500 12,000 ...
5 - C - BASIC ALLOWABLE FLOOR AREA FOR BUILDINGS ONE STORY IN HEIGHT1 ( In Square Feet ) TYPES OF CONSTRUCTION II IV V ONE - HOUR N ONE - HOUR N H.T. ONE - HOUR N 13,500 10,500 Not Permitted 9,100 12,000 18,000 13,500 3,700 7,500 12,000 ...
Page 42
... HOUR MAXIMUM HEIGHT IN FEET Unlimited 160 65 55 65 55 65 50 40 MAXIMUM HEIGHT IN STORIES A - 1 Unlimited 4 Not Permitted A ) 2-2.1 Unlimited 4 2 2 2 2 Not Permitted 1 Not Permitted 1 2 2 4 2 4 2 12 12 12 4 2 3 3 4 2 Not Permitted 1 ...
... HOUR MAXIMUM HEIGHT IN FEET Unlimited 160 65 55 65 55 65 50 40 MAXIMUM HEIGHT IN STORIES A - 1 Unlimited 4 Not Permitted A ) 2-2.1 Unlimited 4 2 2 2 2 Not Permitted 1 Not Permitted 1 2 2 4 2 4 2 12 12 12 4 2 3 3 4 2 Not Permitted 1 ...
Page 103
Structural elements of Type IV buildings may be of any materials permitted by this code . Type IV construction shall conform to Section 2106 except that permanent partitions and members of the structural frame may be of other materials ...
Structural elements of Type IV buildings may be of any materials permitted by this code . Type IV construction shall conform to Section 2106 except that permanent partitions and members of the structural frame may be of other 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
Bibliographic information
| Title | Uniform Building Code Uniform Building Code, International Conference of Building Officials |
| Author | International Conference of Building Officials |
| Publisher | International Conference of Building Officials, 1985 |
| Original from | the University of California |
| Digitized | 14 Aug 2008 |
| Length | 817 pages |
| Export Citation | BiBTeX EndNote RefMan |