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Page 332
Specifications for Tests and Materials Sec . 2603 . ( a ) Notations . do = nominal
diameter of bar , inches . f , = specified yield strength of nonprestressed
reinforcement , psi . ( b ) Tests of Materials . The building official may require the
testing of ...
Specifications for Tests and Materials Sec . 2603 . ( a ) Notations . do = nominal
diameter of bar , inches . f , = specified yield strength of nonprestressed
reinforcement , psi . ( b ) Tests of Materials . The building official may require the
testing of ...
Page 593
Requirements for finishes in this chapter shall not apply to trim defined as picture
molds , chair rails , baseboards and handrails ; to doors and windows or their
frames , nor to materials which are less than 1 / 28 inch in thickness cemented to
...
Requirements for finishes in this chapter shall not apply to trim defined as picture
molds , chair rails , baseboards and handrails ; to doors and windows or their
frames , nor to materials which are less than 1 / 28 inch in thickness cemented to
...
Page 596
In addition to all the other requirements of this code , fire - resistive materials shall
meet the requirements for fire - resistive construction given in this chapter . Fire -
resistive Materials Sec . 4302 . ( a ) General . Materials and systems used for ...
In addition to all the other requirements of this code , fire - resistive materials shall
meet the requirements for fire - resistive construction given in this chapter . Fire -
resistive Materials Sec . 4302 . ( a ) General . Materials and systems used for ...
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Contents
Effective Use of the Uniform Building Code | 19 |
Part Administrative | 25 |
201 | 28 |
Copyright | |
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Common terms and phrases
accordance additional allowable applied approved assembly bars beam bearing bending building official ceiling Chapter column compression computed concrete conform connections considered construction continuous covering Decking determined diameter direction distance Division doors effective elements equal equipment exceed EXCEPTION exit exterior walls face factor feet fire fire-resistive flexural floor foot forces Formula framing grade grain greater Group height horizontal inches increased installed joints lateral least length less limited liquids load located lumber masonry materials maximum metal nails noncombustible Occupancies one-hour openings parallel percent permitted placed portion pounds protected reinforcement resist roof rooms Select Structural separation shear side slab solid space span Special specified square feet steel storage story strength stress Structural Stud surface Table tension tests thickness Type U.B.C. Standard units values vertical walls welds wide width wire wood