Uniform Building Code |
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Page 205
... wood sheathing or 15 / 32 - inch plywood sheathing or 1 / 2 - inch particleboard sheathing with not less than one ... Shingles or shakes . Wood shingles or shakes and asbestos cement shingles may be used for exterior wall covering ...
... wood sheathing or 15 / 32 - inch plywood sheathing or 1 / 2 - inch particleboard sheathing with not less than one ... Shingles or shakes . Wood shingles or shakes and asbestos cement shingles may be used for exterior wall covering ...
Page 540
... wood shakes are taper - sawn pieces of southern pine wood treated in accordance with U.B.C. Standard No. 25-12 of random widths ranging from 4 inches to 8 inches and lengths of 18 inches . WOOD SHINGLES are tapered pieces of approved ...
... wood shakes are taper - sawn pieces of southern pine wood treated in accordance with U.B.C. Standard No. 25-12 of random widths ranging from 4 inches to 8 inches and lengths of 18 inches . WOOD SHINGLES are tapered pieces of approved ...
Page 546
... Wood shingles . Special purpose wood shingle roofing shall conform to grading and application requirements of this chapter . In addition , the deck , whether of spaced boards or solid , shall be overlaid with a layer of approved ...
... Wood shingles . Special purpose wood shingle roofing shall conform to grading and application requirements of this chapter . In addition , the deck , whether of spaced boards or solid , shall be overlaid with a layer of approved ...
Contents
Organization and Enforcement | 4 |
Part IIDefinitions and Abbreviations | 17 |
Part IIIRequirements Based on Occupancy | 27 |
Copyright | |
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Common terms and phrases
accordance with Section Allowable Unit Stresses applied approved atrium axial load bars beam bolts building official building or structure column comply compression members concrete conform dead load deflection diameter diaphragms Division 1 Occupancies exceed exit exterior walls extreme fiber factor Fire Code floor area Formula framing girders grade Group H grout height horizontal shear inspection installed joints joists laminations lateral forces length less live load located lumber materials maximum minimum modulus of elasticity nails noncombustible occupancy separation openings panel Parallel to Grain particleboard partitions percent permitted perpendicular plywood portion pounds per square prestressing protected psi psi psi ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel storage strength Stud Table tensile tensile stress tension thickness U.B.C. Standard vertical welds width wood yield strength