Uniform Building CodePacific Coast Building Officials Conference, 1949 - Building laws |
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Page 20
... approved . The Building Official may approve any such alternate pro- vided he finds that the proposed design is satisfactory and complies with the provisions of Chapter 23 , and that the material , method , or work offered is , for the ...
... approved . The Building Official may approve any such alternate pro- vided he finds that the proposed design is satisfactory and complies with the provisions of Chapter 23 , and that the material , method , or work offered is , for the ...
Page 30
... APPROVED as to materials and types of construction , refers to approval by the Building Official as the result of investigation and tests conducted by him , or by reason of accepted principles or tests by national authorities , tech ...
... APPROVED as to materials and types of construction , refers to approval by the Building Official as the result of investigation and tests conducted by him , or by reason of accepted principles or tests by national authorities , tech ...
Page 242
... approved by the Building Official . The Building Official may require that test holes be made in the wall for the ... approved manner , stored and protected for an approved period of time . ( d ) Keene's Cement . Keene's cement shall ...
... approved by the Building Official . The Building Official may require that test holes be made in the wall for the ... approved manner , stored and protected for an approved period of time . ( d ) Keene's Cement . Keene's cement shall ...
Contents
Part IAdministrative | 19 |
CHAPTER 3 | 25 |
Part IIIRequirements Based on Occupancy | 35 |
Copyright | |
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Common terms and phrases
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