Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 100
... finish rating , or other approved material having an equivalent finish rating as determined by U.B.C. Standard No. 43-1 . Thermal barriers shall be in- stalled in a manner that will assure they remain in place for 15 minutes . 3. Foam ...
... finish rating , or other approved material having an equivalent finish rating as determined by U.B.C. Standard No. 43-1 . Thermal barriers shall be in- stalled in a manner that will assure they remain in place for 15 minutes . 3. Foam ...
Page 321
... Finish . A floor finish shall not be included as a part of a structural member unless it is placed monolithically with the floor slab or it meets the requirements of Section 2617. All concrete floor finishes may be considered as part of ...
... Finish . A floor finish shall not be included as a part of a structural member unless it is placed monolithically with the floor slab or it meets the requirements of Section 2617. All concrete floor finishes may be considered as part of ...
Page 627
... finish material removed to a height of approximately 6 inches above the deck to receive new roofing and flashing . All rotted wood shall be replaced with new materials . Sur- face finish material shall be replaced to match original ...
... finish material removed to a height of approximately 6 inches above the deck to receive new roofing and flashing . All rotted wood shall be replaced with new materials . Sur- face finish material shall be replaced to match original ...
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