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Page 33
International Conference of Building Officials. Special Inspections Sec . 306. ( a ) General . In addition to the inspections to be made as speci- fied in Section 305 , the owner shall employ a special inspector during con- struction on ...
International Conference of Building Officials. Special Inspections Sec . 306. ( a ) General . In addition to the inspections to be made as speci- fied in Section 305 , the owner shall employ a special inspector during con- struction on ...
Page 34
... special inspection stresses are used , test specimens may consist of either one prism test for each 5000 square feet of wall area or a ... special inspector shall submit a final signed report 34 306 UNIFORM BUILDING CODE Special Inspections.
... special inspection stresses are used , test specimens may consist of either one prism test for each 5000 square feet of wall area or a ... special inspector shall submit a final signed report 34 306 UNIFORM BUILDING CODE Special Inspections.
Page 35
... special inspector if he finds that the construction is of minor nature . ( e ) Periodic Special Inspection . Some inspections may be made on a periodic basis and satisfy the requirements of continuous inspection , pro- vided this ...
... special inspector if he finds that the construction is of minor nature . ( e ) Periodic Special Inspection . Some inspections may be made on a periodic basis and satisfy the requirements of continuous inspection , pro- vided this ...
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