Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 99
... Chapter 26 for reinforced concrete , Chap- ter 27 for steel and iron , Chapters 22 and 25 for wood and Chap- ters 24 and 29 for masonry . Sec . 2009. Fire - protection of steel or iron structural mem- Fire - Protection bers may be ...
... Chapter 26 for reinforced concrete , Chap- ter 27 for steel and iron , Chapters 22 and 25 for wood and Chap- ters 24 and 29 for masonry . Sec . 2009. Fire - protection of steel or iron structural mem- Fire - Protection bers may be ...
Page 101
... Chapter . Foundations shall be of masonry or reinforced concrete . Sec . 2102. Type IV buildings shall not exceed a ... Chapter 24 or of reinforced concrete as specified in Chapter 26 , and shall be designed as specified in Section 2311 ...
... Chapter . Foundations shall be of masonry or reinforced concrete . Sec . 2102. Type IV buildings shall not exceed a ... Chapter 24 or of reinforced concrete as specified in Chapter 26 , and shall be designed as specified in Section 2311 ...
Page 102
... Chapter 27 for iron and steel , Chapters 24 and 29 for masonry and Chapter 26 for reinforced concrete . Sec . 2109. Fire protection of structural members may be omitted unless otherwise provided , because of location as in Part IV or ...
... Chapter 27 for iron and steel , Chapters 24 and 29 for masonry and Chapter 26 for reinforced concrete . Sec . 2109. Fire protection of structural members may be omitted unless otherwise provided , because of location as in Part IV or ...
Contents
Part IAdministrative | 33 |
Enforcement | 40 |
Part IIIRequirements Based on Occupancy | 51 |
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Common terms and phrases
allowable unit approved asbestos bars beams bending bolts Building Inspector building or structure ceiling cent chimneys clay coat Code compression compression members compressive strength conform Cont'd designed diameter doors Douglas Fir dry standpipes Enclosure of Vertical exceed exit exterior walls Fire Zone fire-protected flange flat slab foot frame girders grade Group gypsum height Hollow horizontal incombustible materials joints joists least length less than one-hour live load located lumber masonry metal minimum mortar non-bearing Occupancy Separation one-half inch one-hour fire-resistive construction panel partitions permit piles pipe plaster plate portland cement pounds per square proscenium protected reinforced concrete rivets shear side six inches smoke pipe space span specified in Chapter specified in Section square feet square inch stair stairways Standard Specifications storage strength structural steel studs tensile stress thickness tile tion total band TYPES OF CONSTRUCTION unit stress vent Ventilation Vertical Openings width wood