Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
From inside the book
Results 1-3 of 83
Page 134
... side member . ( c ) Screws with Side Plates . 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 ...
... side member . ( c ) Screws with Side Plates . 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 ...
Page 252
... side construction . One cell in wall thickness . Plastered 3 * Hollow End or side construction . Two cells in 8 - in . or less thick- ness . Unplastered 6 * 16 12 or 8 End or side construction . Two cells in 8 - in . or less thick- 13 ...
... side construction . One cell in wall thickness . Plastered 3 * Hollow End or side construction . Two cells in 8 - in . or less thick- ness . Unplastered 6 * 16 12 or 8 End or side construction . Two cells in 8 - in . or less thick- 13 ...
Page 253
... side 82 4t 412t Unplastered 12 ** 8 Plastered each side 9 24 - in . face Shells Unplastered 8 13 % -in . face Shells Unplastered 8 4+ Plastered each side 9 5+ Other Aggregates- 13 / 4 - in . face Shells Unplastered 12 8 Plastered each ...
... side 82 4t 412t Unplastered 12 ** 8 Plastered each side 9 24 - in . face Shells Unplastered 8 13 % -in . face Shells Unplastered 8 4+ Plastered each side 9 5+ Other Aggregates- 13 / 4 - in . face Shells Unplastered 12 8 Plastered each ...
Contents
Part IAdministrative | 33 |
Enforcement | 40 |
Part IIIRequirements Based on Occupancy | 51 |
1 other sections not shown
Other editions - View all
Common terms and phrases
allowable unit approved asbestos bars beams bending bolts Building Inspector building or structure ceiling cent chimneys clay coat Code compression compression members compressive strength conform Cont'd designed diameter doors Douglas Fir dry standpipes Enclosure of Vertical exceed exit exterior walls Fire Zone fire-protected flange flat slab foot frame girders grade Group gypsum height Hollow horizontal incombustible materials joints joists least length less than one-hour live load located lumber masonry metal minimum mortar non-bearing Occupancy Separation one-half inch one-hour fire-resistive construction panel partitions permit piles pipe plaster plate portland cement pounds per square proscenium protected reinforced concrete rivets shear side six inches smoke pipe space span specified in Chapter specified in Section square feet square inch stair stairways Standard Specifications storage strength structural steel studs tensile stress thickness tile tion total band TYPES OF CONSTRUCTION unit stress vent Ventilation Vertical Openings width wood