Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 79
Flammable liquids Class I - A Class I - B Class I - C 2. Combustible liquids Class
II Class III - A 3. Combination flammable liquids ' 4. Flammable gases 2 5.
Liquified flammable gases 6. Flammable fibers - loose 7. Flammable fibers —
baled 8.
Flammable liquids Class I - A Class I - B Class I - C 2. Combustible liquids Class
II Class III - A 3. Combination flammable liquids ' 4. Flammable gases 2 5.
Liquified flammable gases 6. Flammable fibers - loose 7. Flammable fibers —
baled 8.
Page 311
v are used , they shall meet the requirements of a Class D splice as given in
Section 2607 ( g ) . 3 . Tension splices in other members . A . In regions of high
computed stress . Splices in regions where the maximum computed design load
stress ...
v are used , they shall meet the requirements of a Class D splice as given in
Section 2607 ( g ) . 3 . Tension splices in other members . A . In regions of high
computed stress . Splices in regions where the maximum computed design load
stress ...
Page 543
( c ) Location of Class I Standpipes . There shall be a Class I standpipe outlet
connection at every floor level landing above the first story of every required
stairway and on each side of the wall adjacent to the exit opening of a horizontal
exit .
( c ) Location of Class I Standpipes . There shall be a Class I standpipe outlet
connection at every floor level landing above the first story of every required
stairway and on each side of the wall adjacent to the exit opening of a horizontal
exit .
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Contents
Construction Height and Allowable Area | 16 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
68 other sections not shown
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Common terms and phrases
accordance additional allowable applied approved assembly bars beam bearing bending bolts building official ceiling Chapter column compression compressive stress computed concrete conform connections considered construction continuous covering Decking determined diameter direction distance Division doors edge effective equal equipment exceed EXCEPTION exit exterior face factor feet fire fire-resistive flange floor foot forces Formula frame grade greater Group gypsum height horizontal inches inspection installed joints lateral least length less limited load located lumber masonry materials maximum metal nails Occupancies openings percent permitted placed plans plaster plate portion pounds protection ratio reinforcement resist roof rooms Section Select separation shear side single slab space span specified square steel story strength stress Structural studs surface Table tension tests thickness tion Type U.B.C. Standard unit values vertical walls welds width wire wood
Bibliographic information
| Title | Uniform Building Code Engineering special collection |
| Author | International Conference of Building Officials |
| Publisher | International Conference of Building Officials, 1979 |
| Original from | the University of Michigan |
| Digitized | 9 Nov 2007 |
| Export Citation | BiBTeX EndNote RefMan |