Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 35
... approved by the building official . ( f ) Approved Fabricators . Special inspections required by this section and elsewhere in this code shall not be required where the work is done on the premises of a fabricator registered and approved ...
... approved by the building official . ( f ) Approved Fabricators . Special inspections required by this section and elsewhere in this code shall not be required where the work is done on the premises of a fabricator registered and approved ...
Page 107
... approved location other than the fire floor . Such venting facilities shall be provided at the rate of 20 square feet per 50 lineal feet of exterior wall in each story and shall be distributed around the perimeter at not more than 50 ...
... approved location other than the fire floor . Such venting facilities shall be provided at the rate of 20 square feet per 50 lineal feet of exterior wall in each story and shall be distributed around the perimeter at not more than 50 ...
Page 480
... approved material attached to a backing for the purpose of ornamentation , protection or insulation . Adhered Veneer is veneer secured and supported through adhesion to an approved bonding material applied over an approved backing ...
... approved material attached to a backing for the purpose of ornamentation , protection or insulation . Adhered Veneer is veneer secured and supported through adhesion to an approved bonding material applied over an approved backing ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
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Common terms and phrases
allowable stress allowable unit stress applied approved axial bars beam bending bolts building official building or structure ceiling column compression members compressive strength computed concrete conform dead load Decking diameter distance Division 1 Occupancies exceed exit exterior walls fire-resistive construction flange flexural foot Formula frame girders grade Group grout gypsum height horizontal inspection 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 panel partitions percent permitted plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear 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 tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength