Uniform Building CodePacific Coast Building Officials Conference, 1949 - Building laws |
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Page 60
... square feet ( 3 sq . ft . ) , and may open on a vent shaft which has a least dimension open and unobstructed to the sky of not less than three feet ( 3 ' ) . Required windows shall open on a court , yard , or street either directly or ...
... square feet ( 3 sq . ft . ) , and may open on a vent shaft which has a least dimension open and unobstructed to the sky of not less than three feet ( 3 ' ) . Required windows shall open on a court , yard , or street either directly or ...
Page 184
... square inch after curing for 28 days . Sec . 2904. ( a ) General . In ... feet ( 35 ′ ) above the adjoin- ing ground elevation . ( b ) Dimension ... square foot ( 1 sq . ft . ) . Units not more than one - quarter inch ( 4 " ) nor less ...
... square inch after curing for 28 days . Sec . 2904. ( a ) General . In ... feet ( 35 ′ ) above the adjoin- ing ground elevation . ( b ) Dimension ... square foot ( 1 sq . ft . ) . Units not more than one - quarter inch ( 4 " ) nor less ...
Page 214
... feet ( 5 ′ ) above the pros- cenium arch . Over enclosed platforms , having a floor area in excess of one thousand square feet ( 1000 sq . ft . ) and over any usable space under such platforms , together with dressing - room sections ...
... feet ( 5 ′ ) above the pros- cenium arch . Over enclosed platforms , having a floor area in excess of one thousand square feet ( 1000 sq . ft . ) and over any usable space under such platforms , together with dressing - room sections ...
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