Uniform Building CodePacific Coast Building Officials Conference, 1940 - Building laws |
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Page 62
... Table No. I of this Chapter , provided that such a building is divided into areas by special occupancy separations , no division of which shall exceed the area set forth in Table No. I. 3. The area of a Group F occupancy of Types IV and ...
... Table No. I of this Chapter , provided that such a building is divided into areas by special occupancy separations , no division of which shall exceed the area set forth in Table No. I. 3. The area of a Group F occupancy of Types IV and ...
Page 137
... TABLE NO . III- ( b ) -SAFE RESISTANCE OF WOOD SCREWS TO WITHDRAWAL When Inserted Perpendicular to Grain of Wood in Pounds per Linear Inch of Screw Gauge of Screw Kind of Wood 12 16 20 22 28 Douglas fir 125 140 150 170 185 Redwood 75 85 ...
... TABLE NO . III- ( b ) -SAFE RESISTANCE OF WOOD SCREWS TO WITHDRAWAL When Inserted Perpendicular to Grain of Wood in Pounds per Linear Inch of Screw Gauge of Screw Kind of Wood 12 16 20 22 28 Douglas fir 125 140 150 170 185 Redwood 75 85 ...
Page 209
... Table No. I of this Chapter ; provided , that in no case shall the uppermost thirty - five feet ( 35 ' ) of such walls be less than twelve inches ( 12 " ) in thickness , and each successive thirty - five feet ( 35 ' ) or fraction ...
... Table No. I of this Chapter ; provided , that in no case shall the uppermost thirty - five feet ( 35 ' ) of such walls be less than twelve inches ( 12 " ) in thickness , and each successive thirty - five feet ( 35 ' ) or fraction ...
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Common terms and phrases
A. S. T. M. Designation approved asbestos bars beams bolts brick Building Inspector building or structure ceiling cent Chapter 43 chimney coat Code column compression compression members construction as specified diameter doors Douglas Fir dry standpipes Enclosure exceed exit exterior walls Fire Zone fire-protected flange floor area foot four inches frame girders grade Group I occupancies gypsum horizontal incombustible materials joists least less than one-hour live load located lumber maximum metal lath minimum mortar one-half inch one-hour fire-resistive construction panel partitions permitted pipe plaster plate portland cement pounds per square proscenium protected reinforced concrete rivets roof shear side six inches smoke pipe solid masonry space span specified in Chapter specified in Section square feet square inch stairs stairways standpipes street structural steel stucco studs tests thickness tion total band twelve inches 12 Types of Construction unit stress Vertical Openings width wire wood