Uniform Building Code |
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Page 432
... edge of the pinhole to the edge of the member or element shall not exceed four times the thickness at the pinhole . The diameter of the pinhole shall be not less than 1.25 times the smaller of the distances from the edge of the pinhole ...
... edge of the pinhole to the edge of the member or element shall not exceed four times the thickness at the pinhole . The diameter of the pinhole shall be not less than 1.25 times the smaller of the distances from the edge of the pinhole ...
Page 453
... edge distances shall be increased so as to maintain the clear distance from edge of hole to free edge provided by distances tabulated . ' All edge distances in this column may be reduced % inch when the hole is at a point where stress ...
... edge distances shall be increased so as to maintain the clear distance from edge of hole to free edge provided by distances tabulated . ' All edge distances in this column may be reduced % inch when the hole is at a point where stress ...
Page 517
... edge of the walking surface and measured vertical- ly . Where the seat board is the walking surface , the height shall be measured from the front edge of the seat board . EXCEPTION : Guardrails at the front of the front row of seats ...
... edge of the walking surface and measured vertical- ly . Where the seat board is the walking surface , the height shall be measured from the front edge of the seat board . EXCEPTION : Guardrails at the front of the front row of seats ...
Contents
Effective Use of the Uniform Building Code | 20 |
Permits and Inspections | 29 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
accordance additional allowable applied approved assembly bars beam bearing bending Building Official ceiling Chapter Code columns compression concrete conform considered construction continuous covered Decking determined diameter direction distance Division effective equal equipment exceed EXCEPTION Exits exterior walls face factor feet fire Fire Zone fire-resistive floor foot forces frame grade Grain greater Group grout height horizontal hour inches increased inspection installed joints lateral least length less limited live load load located masonry materials maximum mortar nails noncombustible Occupancies one-hour openings panel Parallel partitions percent permitted placed portion protected reinforcement resisting roof rooms Select Structural separated shear sheathing side solid space span Special specified specified in Section square feet steel story strength studs Surfaced Table tension tests thickness timber tion Type U.B.C. Standard unit unit stress values ventilation vertical wide width wood