Uniform Building Code |
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Page 11
... inspection purposes . Neither the building official nor the jurisdiction shall be liable for expense entailed in the removal or replacement of any material required to allow inspection . ( b ) Inspection Requests . It shall be the duty ...
... inspection purposes . Neither the building official nor the jurisdiction shall be liable for expense entailed in the removal or replacement of any material required to allow inspection . ( b ) Inspection Requests . It shall be the duty ...
Page 12
... INSPECTION : To be made after all in - slab or under - floor building service equipment , conduit , piping acces- sories and other ancillary equipment items are in place but before any concrete is placed or floor sheathing installed ...
... INSPECTION : To be made after all in - slab or under - floor building service equipment , conduit , piping acces- sories and other ancillary equipment items are in place but before any concrete is placed or floor sheathing installed ...
Page 14
... inspections may be limited to an initial inspection to check the deck surface and placement of reinforcing . The special inspector shall supervise the preparation of compression test specimens during this initial inspec- tion . 9. SPRAY ...
... inspections may be limited to an initial inspection to check the deck surface and placement of reinforcing . The special inspector shall supervise the preparation of compression test specimens during this initial inspec- tion . 9. SPRAY ...
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