Uniform Building Code |
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Page 208
... wood sheathing or 1⁄2- inch plywood sheathing with not less than one line of nails spaced not more than 24 inches on ... Shingles or shakes . Wood shingles or shakes and asbestos cement shingles may be used for exterior wall covering ...
... wood sheathing or 1⁄2- inch plywood sheathing with not less than one line of nails spaced not more than 24 inches on ... Shingles or shakes . Wood shingles or shakes and asbestos cement shingles may be used for exterior wall covering ...
Page 484
... wood shingle and wood shake assemblies as de- fined in U.B.C. Standard No ... shingles or sheets for application on solid roof surfaces , and corrugated ... wood shingles and shakes , as distinguished from built - up coverings . ROOFING ...
... wood shingle and wood shake assemblies as de- fined in U.B.C. Standard No ... shingles or sheets for application on solid roof surfaces , and corrugated ... wood shingles and shakes , as distinguished from built - up coverings . ROOFING ...
Page 487
... shingles . Asphalt shingles shall comply with U.B.C. Stan- dard No. 32-3 . Asphalt shingles shall be fastened ... wood stripping nailed to the roof sheathing over the underlay . Interlocking tiles with projecting anchor lugs may be installed ...
... shingles . Asphalt shingles shall comply with U.B.C. Stan- dard No. 32-3 . Asphalt shingles shall be fastened ... wood stripping nailed to the roof sheathing over the underlay . Interlocking tiles with projecting anchor lugs may be installed ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
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 ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height installed joints joists lath least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch stairway steel strength studs surface Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength