Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 13
International Conference of Building Officials. 3202. Roof Construction and Materials . 3203. Roof ... Signs and Illumination 3313. Aisles .. 509 511 512 512 513 3314. Seat ... Roof Structures SEC . 3601. Penthouses and Roof Structures .. 3602 ...
International Conference of Building Officials. 3202. Roof Construction and Materials . 3203. Roof ... Signs and Illumination 3313. Aisles .. 509 511 512 512 513 3314. Seat ... Roof Structures SEC . 3601. Penthouses and Roof Structures .. 3602 ...
Page 122
... signs , and it shall be unlawful to remove or deface such notices . The occupant of the building shall be responsible for keeping the actual load below the allowable limits . Roof Design Sec . 2305. ( a ) General . Roofs shall sustain ...
... signs , and it shall be unlawful to remove or deface such notices . The occupant of the building shall be responsible for keeping the actual load below the allowable limits . Roof Design Sec . 2305. ( a ) General . Roofs shall sustain ...
Page 560
... roof - ceiling assemblies . 5. Ducts penetrating fire - rated corridor walls having openings into the corridor ( j ) ... Signs . A sign shall be displayed permanently near or on each re- quired fire door in letters not less than 1 inch high to ...
... roof - ceiling assemblies . 5. Ducts penetrating fire - rated corridor walls having openings into the corridor ( j ) ... Signs . A sign shall be displayed permanently near or on each re- quired fire door in letters not less than 1 inch high to ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts building official building or structure ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER flange flexural footnotes Formula framing girders grade Group grout gypsum height inches on center installed joints joists least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain partitions percent permitted plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural Selected Decking shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch stairway steel strength studs Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength