Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 24
International Conference of Building Officials. Chapter 2 ORGANIZATION AND ENFORCEMENT NOTE : This chapter has been revised ... BUILDING CODE Organization and Enforcement Creation of Enforcement Agency Powers and Duties of Building Official.
International Conference of Building Officials. Chapter 2 ORGANIZATION AND ENFORCEMENT NOTE : This chapter has been revised ... BUILDING CODE Organization and Enforcement Creation of Enforcement Agency Powers and Duties of Building Official.
Page 28
... building . 6. Be signed by permittee , or his authorized agent , who may be required to submit evidence to indicate such authority . 7. Give such other data and information as may be required by the building official . ( b ) Plans and ...
... building . 6. Be signed by permittee , or his authorized agent , who may be required to submit evidence to indicate such authority . 7. Give such other data and information as may be required by the building official . ( b ) Plans and ...
Page 31
International Conference of Building Officials. issued in accordance with this code . 3. The building official may authorize the refunding of not more than 80 percent of the plan review fee paid when an application for a permit for which ...
International Conference of Building Officials. issued in accordance with this code . 3. The building official may authorize the refunding of not more than 80 percent of the plan review fee paid when an application for a permit for which ...
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 STRESSES applied approved axial bars beam bending bolts building official building or structure ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER flange flexural footnotes Formula framing girders grade Group grout gypsum height inches on center installed joints joists 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 Parallel to Grain partitions percent permitted plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural Selected Decking shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch stairway steel strength studs Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength