Uniform Building CodePacific Coast Building Officials Conference, 1949 - Building laws |
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Page 72
... Walls Partitions CHAPTER 19 - TYPE II BUILDINGS ( Heavy Timber Construction ) Sec . 1901. In " Type II Buildings ... Exterior walls shall be of fire - resistive construction . Inner court walls shall be of incombustible materials or ...
... Walls Partitions CHAPTER 19 - TYPE II BUILDINGS ( Heavy Timber Construction ) Sec . 1901. In " Type II Buildings ... Exterior walls shall be of fire - resistive construction . Inner court walls shall be of incombustible materials or ...
Page 82
... Walls Exterior Walls and Wall Coverings Wall Coverings Where unusual conditions or frost conditions are found , footings and foundations shall be as required in Chapter 28 . Foundations of Type V buildings may be of piles , con ...
... Walls Exterior Walls and Wall Coverings Wall Coverings Where unusual conditions or frost conditions are found , footings and foundations shall be as required in Chapter 28 . Foundations of Type V buildings may be of piles , con ...
Page 208
... Walls of roof structures parallel to and within four feet ( 4 ' ) of the exterior walls of Type II or III buildings shall be constructed the same as the exterior wall of the story immediately below . Such wall shall project two feet ( 2 ...
... Walls of roof structures parallel to and within four feet ( 4 ' ) of the exterior walls of Type II or III buildings shall be constructed the same as the exterior wall of the story immediately below . Such wall shall project two feet ( 2 ...
Contents
Part IAdministrative | 19 |
CHAPTER 3 | 25 |
Part IIIRequirements Based on Occupancy | 35 |
Copyright | |
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angles approved axial bars beams bearing bending bolts Building Official building or structure ceiling cement cent Chimneys Code column combustible compression compression members compressive strength compressive stress connections Cont'd designed diameter distance Douglas fir dry standpipes enclosures exceed exit exterior walls fiber fire doors Fire Zone flange foot framing girders grade grain Group gypsum height horizontal incombustible materials installed interior joints joists lath least length less than one-hour live load located lumber maximum metal minimum mortar nails occupant load one-half inch one-hour fire-resistive construction partitions piles pipe plaster plate portland cement pounds per square proscenium protected reinforced concrete resistance rivets shear side six inches slab space span specified in Chapter specified in Section splices square feet square inch stairway standpipes strength structural steel studs Subsection surface Table tensile stress thickness twenty feet 20 U.B.C. Standard vent ventilation welded width wire wood