Uniform Building Code |
From inside the book
Results 1-3 of 70
Page 488
... covering systems of wood shingles or shakes having a Class B rating . ( f ) Ordinary Roof Covering . An ordinary roof covering shall be any one of the following roofings : EXCEPTION : Unless otherwise required because of location as ...
... covering systems of wood shingles or shakes having a Class B rating . ( f ) Ordinary Roof Covering . An ordinary roof covering shall be any one of the following roofings : EXCEPTION : Unless otherwise required because of location as ...
Page 489
... covering applied directly thereto . For foam plastic see Section 1717 . Insulation shall be of a rigid type suitable for application of a roof covering . Where fire - retardant roof coverings are required , insulations shall be a type ...
... covering applied directly thereto . For foam plastic see Section 1717 . Insulation shall be of a rigid type suitable for application of a roof covering . Where fire - retardant roof coverings are required , insulations shall be a type ...
Page 680
... covering construction and material requirements . ( e ) Soil Engineering Report . The soil engineering report required by subsection ( c ) shall include data regarding the nature , distribution and strength of existing soils ...
... covering construction and material requirements . ( e ) Soil Engineering Report . The soil engineering report required by subsection ( c ) shall include data regarding the nature , distribution and strength of existing soils ...
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