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Page 97
International Conference of Building Officials. Part IV REQUIREMENTS BASED ON LOCATION IN FIRE ZONES Chapter 16 RESTRICTIONS IN FIRE ZONES General Sec . 1601. ( a ) Fire Zones Defined . For the purpose of this Code , the en- tire city is ...
International Conference of Building Officials. Part IV REQUIREMENTS BASED ON LOCATION IN FIRE ZONES Chapter 16 RESTRICTIONS IN FIRE ZONES General Sec . 1601. ( a ) Fire Zones Defined . For the purpose of this Code , the en- tire city is ...
Page 98
... Fire Zone No. 1 provided any exterior wall located less than 20 feet from a property line is protected in accordance with Table No. 5 - A and Section 2103 ( a ) . Roof coverings shall be fire ... Fire Zone No 1 Restrictions in Fire Zone No 2.
... Fire Zone No. 1 provided any exterior wall located less than 20 feet from a property line is protected in accordance with Table No. 5 - A and Section 2103 ( a ) . Roof coverings shall be fire ... Fire Zone No 1 Restrictions in Fire Zone No 2.
Page 119
... fire - resistive requirements shall be as specified in Chapter 17 . For requirements due to occupancy , see Chapters 6 to 15 , inclusive . For requirements in Fire Zones see Chapter 16 . Structural Framework Sec . 2002. Structural ...
... fire - resistive requirements shall be as specified in Chapter 17 . For requirements due to occupancy , see Chapters 6 to 15 , inclusive . For requirements in Fire Zones see Chapter 16 . Structural Framework Sec . 2002. Structural ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
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 Code column compression members compressive strength concrete conform dead load diameter diaphragms Division 1 Occupancies exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located lumber masonry materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain percent permitted perpendicular plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel strength studs surface Table tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength