Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 134
Where lag screws are used with steel side plates the safe load shall be determined as for bolts in single shear with a wood side plate , considering the thickness of main member to be two - thirds of the penetration of lag screws into ...
Where lag screws are used with steel side plates the safe load shall be determined as for bolts in single shear with a wood side plate , considering the thickness of main member to be two - thirds of the penetration of lag screws into ...
Page 252
Solid unplastered 8 4 * 9 5 * Brick of Clay , Shale , Sand - Lime or Concrete , and Plain Concrete Solid plastered Hollow ( rowlock ) unplastered 12 10 8 9 Hollow ( rowlock ) plastered End or side construction .
Solid unplastered 8 4 * 9 5 * Brick of Clay , Shale , Sand - Lime or Concrete , and Plain Concrete Solid plastered Hollow ( rowlock ) unplastered 12 10 8 9 Hollow ( rowlock ) plastered End or side construction .
Page 253
Concrete Block or Tile 1 / 4 - in . face Unplastered Shells Plastered one side Aggregate Expanded Slag , 1 / 2 - in . face Unplastered Burned Clay or Shells Plastered each side Shale , Cinders 274 - in . face Shells Unplastered 138 - in ...
Concrete Block or Tile 1 / 4 - in . face Unplastered Shells Plastered one side Aggregate Expanded Slag , 1 / 2 - in . face Unplastered Burned Clay or Shells Plastered each side Shale , Cinders 274 - in . face Shells Unplastered 138 - in ...
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Contents
Part IAdministrative | 33 |
Enforcement | 40 |
Part IIRequirements Based on Occupancy | 51 |
1 other sections not shown
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Common terms and phrases
Allowable applied approved bars base beams bearing bending bolts Building Inspector carry cement cent Chapter chimneys clay coat Code column compression concrete conform connected construction covering Definition designed diameter direction distance doors Enclosure exceed exit extend exterior walls face feet Fire fire-resistive construction floor foot forms foundation four frame girders grade Group gypsum height horizontal inches iron joints joists lath least length less light load located masonry materials maximum metal occupancy one-half one-hour openings panel partitions permit piles pipe placed plaster plate portion pounds protected reinforced reinforced concrete resist rivets roof Separation shear side slab solid space span Special specified specified in Section stair stairways Standard steel story street strength stresses Strip structural studs surface Table tests thickness tile tion unit Ventilation vertical walls width wire wood Zone