Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 99
... square inch ( 0.2 sq . in . ) . There shall be at least one anchor to each stone and not less than two anchors for each stone more than two feet ( 2 ' ) in length and three square feet ( 3 sq . ft . ) in superficial area . Facing stones ...
... square inch ( 0.2 sq . in . ) . There shall be at least one anchor to each stone and not less than two anchors for each stone more than two feet ( 2 ' ) in length and three square feet ( 3 sq . ft . ) in superficial area . Facing stones ...
Page 151
... square inch for intermediate grade steel and 20,000 pounds per square inch for rail or hard grade steel . * P , = ratio of the effective cross - sectional area of verti- cal reinforcement to the gross area , A ,. 2. Vertical ...
... square inch for intermediate grade steel and 20,000 pounds per square inch for rail or hard grade steel . * P , = ratio of the effective cross - sectional area of verti- cal reinforcement to the gross area , A ,. 2. Vertical ...
Page 273
... square inches ( 200 sq . in . ) plus one hundred square inches ( 100 sq . in . ) for each blower - type warm air furnace installed in such room plus two hundred square inches ( 200 sq . in . ) for each gravity - type warm air furnace ...
... square inches ( 200 sq . in . ) plus one hundred square inches ( 100 sq . in . ) for each blower - type warm air furnace installed in such room plus two hundred square inches ( 200 sq . in . ) for each gravity - type warm air furnace ...
Contents
Page | 11 |
Part IAdministrative | 19 |
Part IIDefinitions and Abbreviations | 29 |
Copyright | |
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adjacent property lines approved bars beams bending bolts Building Official building or structure ceiling cent Chimneys Code combustible material compression members compressive strength conform dead load designed diameter dry standpipes enclosures exceed exit exterior walls fire doors Fire Zone fire-protected flange foot frame furnace girders grade Group gypsum height horizontal incombustible installed interior joints joists least length less than one-hour live load located lumber metal minimum mortar Occupancy Separation one-half inch one-hour fire-resistive construction partitions permit pipe plaster portland cement pounds per square proscenium protected reinforced concrete resistance rivets shear side six inches smoke pipe space span specified in Chapter specified in Section square feet square inch stairway structural steel studs Table tensile stress tests thickness tile tion total band twelve inches 12 twenty feet 20 Type V buildings TYPES OF CONSTRUCTION unit stress vent Ventilation vertical openings width wood