Uniform Building Code |
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Page 111
... 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 ...
... 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 ...
Page 117
... Exterior Walls and Openings Sec . 1903. ( 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 ...
... Exterior Walls and Openings Sec . 1903. ( 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 ...
Page 121
... Exterior Walls , Openings and Partitions Sec . 2103. ( a ) Exterior Walls . Exterior walls of Types III and IV buildings shall be constructed of noncombustible materials and shall com- ply with the fire - resistive requirements set ...
... Exterior Walls , Openings and Partitions Sec . 2103. ( a ) Exterior Walls . Exterior walls of Types III and IV buildings shall be constructed of noncombustible materials and shall com- ply with the fire - resistive requirements set ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts Building Official building or structure ceiling Code column compression members compressive strength concrete conform dead load diameter diaphragms Division 1 Occupancies exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located lumber masonry materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain percent permitted perpendicular plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel strength studs surface Table tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength