Uniform Building Code |
From inside the book
Results 1-3 of 55
Page 24
... comply . The new construction shall conform to the requirements of this Code for a new building of like area , height , and oc- cupancy . Such building or structure , including new additions , shall not exceed the areas and heights ...
... comply . The new construction shall conform to the requirements of this Code for a new building of like area , height , and oc- cupancy . Such building or structure , including new additions , shall not exceed the areas and heights ...
Page 534
... comply with the standards of the Fire Department . ( b ) Approvals . All fire - extinguishing systems including ... comply with U.B.C. Standards No. 38-1 and No. 38-2 . Combination standpipes shall comply with U.B.C. Standard No. 38-3 ...
... comply with the standards of the Fire Department . ( b ) Approvals . All fire - extinguishing systems including ... comply with U.B.C. Standards No. 38-1 and No. 38-2 . Combination standpipes shall comply with U.B.C. Standard No. 38-3 ...
Page 611
... comply with Section 4703 . Horizontal assemblies shall comply with Section 4704 . ( c ) Single - ply Application . All edges and ends of gypsum wallboard shall occur on the framing members , except those edges and ends which are ...
... comply with Section 4703 . Horizontal assemblies shall comply with Section 4704 . ( c ) Single - ply Application . All edges and ends of gypsum wallboard shall occur on the framing members , except those edges and ends which are ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
10 other sections not shown
Other editions - View all
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