Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 38
... Note : For Group J Occupancy see Chapter 15 . 9000 12750 3750 7500 11250 18000 9000 Unlimited 7200 10200 2500 5000 9000 14400 7200 Unlimited TABLE NO . 5 - D - MAXIMUM STORIES OF BUILDINGS Types of Construction A B OCCUPANCY CDE ...
... Note : For Group J Occupancy see Chapter 15 . 9000 12750 3750 7500 11250 18000 9000 Unlimited 7200 10200 2500 5000 9000 14400 7200 Unlimited TABLE NO . 5 - D - MAXIMUM STORIES OF BUILDINGS Types of Construction A B OCCUPANCY CDE ...
Page 133
... Note : If special conditions require the use of billet - steel concrete reinforcement bars of structural or hard grades , the allowable unit stress shall not exceed 18,000 p . s . i . for structural grade nor 20,000 p . s . i . for hard ...
... Note : If special conditions require the use of billet - steel concrete reinforcement bars of structural or hard grades , the allowable unit stress shall not exceed 18,000 p . s . i . for structural grade nor 20,000 p . s . i . for hard ...
Page 232
... note 2 ) of Primary Trusses Solid gypsum blocks 34 34 214 114 4 or 4 or 2 2 2 pl . 2 pl . 2 pl . 2 pl . 2 2 Hollow gypsum blocks 3 pl . 3 2 2 Poured gypsum Metal lath and gypsum or portland cement plaster Grade A concrete 2 12 1 1 ...
... note 2 ) of Primary Trusses Solid gypsum blocks 34 34 214 114 4 or 4 or 2 2 2 pl . 2 pl . 2 pl . 2 pl . 2 2 Hollow gypsum blocks 3 pl . 3 2 2 Poured gypsum Metal lath and gypsum or portland cement plaster Grade A concrete 2 12 1 1 ...
Contents
Page | 11 |
Part IAdministrative | 19 |
Part IIDefinitions and Abbreviations | 29 |
Copyright | |
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Common terms and phrases
adjacent property lines approved bars beams bending bolts Building Official building or structure ceiling cent Chimneys Code combustible material compression members compressive strength conform dead load designed diameter dry standpipes enclosures exceed exit exterior walls fire doors Fire Zone fire-protected flange foot frame furnace girders grade Group gypsum height horizontal incombustible installed interior joints joists least length less than one-hour live load located lumber metal minimum mortar Occupancy Separation one-half inch one-hour fire-resistive construction partitions permit pipe plaster portland cement pounds per square proscenium protected reinforced concrete resistance rivets shear side six inches smoke pipe space span specified in Chapter specified in Section square feet square inch stairway structural steel studs Table tensile stress tests thickness tile tion total band twelve inches 12 twenty feet 20 Type V buildings TYPES OF CONSTRUCTION unit stress vent Ventilation vertical openings width wood