Uniform Building CodePacific Coast Building Officials Conference, 1949 - Building laws |
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Page 88
... roof Carrying 1 floor and roof Carrying 2 floors and roof Carrying 3 floors and roof Carrying 4 floors and roof Carrying 5 or more floors and roof Allowable Reductions for Manufacturing Stores and Garages Carrying the roof Carrying 1 ...
... roof Carrying 1 floor and roof Carrying 2 floors and roof Carrying 3 floors and roof Carrying 4 floors and roof Carrying 5 or more floors and roof Allowable Reductions for Manufacturing Stores and Garages Carrying the roof Carrying 1 ...
Page 191
... roof is not designed as specified in Chapter 25 , Table No. 32 - A gives the maximum allowable spans for ceiling joists and roof rafters of a grade not less than 1100f or No. 2 Douglas fir or Southern pine or comparable grades in other ...
... roof is not designed as specified in Chapter 25 , Table No. 32 - A gives the maximum allowable spans for ceiling joists and roof rafters of a grade not less than 1100f or No. 2 Douglas fir or Southern pine or comparable grades in other ...
Page 192
... roof sheathing using not less than one nail to each one and one- third square feet ( 1 % sq . ft . ) of roof area , or base sheets may be spot cemented to an existing composition roof , or spot cemented or fully mopped to a suitable ...
... roof sheathing using not less than one nail to each one and one- third square feet ( 1 % sq . ft . ) of roof area , or base sheets may be spot cemented to an existing composition roof , or spot cemented or fully mopped to a suitable ...
Contents
Part IAdministrative | 19 |
CHAPTER 3 | 25 |
Part IIIRequirements Based on Occupancy | 35 |
Copyright | |
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Common terms and phrases
approved asbestos bars beams bending Bolted Joints bolts Building Official building or structure ceiling cement cent Chimneys Code column combustible material compression compression members compressive strength conform connections Cont'd designed diameter Douglas fir dry standpipes enclosures exceed exit exterior walls fire doors Fire Zone fire-protected flange floor area foot frame girders grade Group gypsum height horizontal incombustible installed joints joists lath least less than one-hour live load located lumber maximum metal minimum mortar occupant load one-half inch one-hour fire-resistive construction partitions permitted piles pipe plaster plate portland cement pounds per square proscenium 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 Table tensile stress tests thickness twelve inches 12 twenty feet 20 Types of Construction U.B.C. Standard vent ventilation width wire wood