Uniform Building CodePacific Coast Building Officials Conference, 1949 - Building laws |
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Page 41
... maximum number of stories in height of Maximum every building shall be dependent upon the character of Height the occupancy and the type of construction , and shall not of exceed the limits set forth in Table No. 5 - D , except as pro ...
... maximum number of stories in height of Maximum every building shall be dependent upon the character of Height the occupancy and the type of construction , and shall not of exceed the limits set forth in Table No. 5 - D , except as pro ...
Page 148
... maximum size of coarse aggregate used . The reinforcing spiral shall extend from the floor level in any story , or from the top of the footing in the basement , to the level of the lowest horizontal reinforcement in the slab , dropped ...
... maximum size of coarse aggregate used . The reinforcing spiral shall extend from the floor level in any story , or from the top of the footing in the basement , to the level of the lowest horizontal reinforcement in the slab , dropped ...
Page 168
... maximum pitch in the line of stress in each gauge line shall not exceed 24 times the thinnest plate with a maximum of eighteen inches ( 18 " ) . In tension members composed of two angles , a pitch of three feet six inches ( 3′6 ...
... maximum pitch in the line of stress in each gauge line shall not exceed 24 times the thinnest plate with a maximum of eighteen inches ( 18 " ) . In tension members composed of two angles , a pitch of three feet six inches ( 3′6 ...
Contents
Part IAdministrative | 19 |
CHAPTER 3 | 25 |
Part IIIRequirements Based on Occupancy | 35 |
Copyright | |
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angles approved axial bars beams bearing bending bolts Building Official building or structure ceiling cement cent Chimneys Code column combustible compression compression members compressive strength compressive stress connections Cont'd designed diameter distance Douglas fir dry standpipes enclosures exceed exit exterior walls fiber fire doors Fire Zone flange foot framing girders grade grain Group gypsum height horizontal incombustible materials installed interior joints joists lath least length less than one-hour live load located lumber maximum metal minimum mortar nails occupant load one-half inch one-hour fire-resistive construction partitions piles pipe plaster plate portland cement pounds per square proscenium protected 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 surface Table tensile stress thickness twenty feet 20 U.B.C. Standard vent ventilation welded width wire wood