Uniform Building Code |
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Page 31
... inspection . ( b ) Inspection Requests . It shall be the duty of the person doing the work authorized by a permit to notify the building official that such work is ready for inspection . The building official may require that every re ...
... inspection . ( b ) Inspection Requests . It shall be the duty of the person doing the work authorized by a permit to notify the building official that such work is ready for inspection . The building official may require that every re ...
Page 32
... inspections and shall either approve that portion of the construction as completed or shall notify the permit holder or his agent wherein the same fails to comply with this code : 1. FOUNDATION INSPECTION : To be made after trenches are ...
... inspections and shall either approve that portion of the construction as completed or shall notify the permit holder or his agent wherein the same fails to comply with this code : 1. FOUNDATION INSPECTION : To be made after trenches are ...
Page 34
... inspection prior to or during installation will not be required . m 6. STRUCTURAL MASONRY : During preparation of masonry wall prisms , sampling and placing of all masonry units , placement of reinforce- ment , inspection of grout space ...
... inspection prior to or during installation will not be required . m 6. STRUCTURAL MASONRY : During preparation of masonry wall prisms , sampling and placing of all masonry units , placement of reinforce- ment , inspection of grout space ...
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