Uniform Building Code |
From inside the book
Results 1-3 of 88
Page 98
... Type II - N construc- tion as permitted by Section 1109 . 2. Type II - N buildings not exceeding one story in height or 2500 square feet in area housing a Group B or M Occupancy may be erected in Fire Zone No. 1 provided any exterior ...
... Type II - N construc- tion as permitted by Section 1109 . 2. Type II - N buildings not exceeding one story in height or 2500 square feet in area housing a Group B or M Occupancy may be erected in Fire Zone No. 1 provided any exterior ...
Page 100
... Types of Construction set forth in Table No. 17 - A . Any building which does not entirely conform to a Type of Construction set forth in Table No. 17 - A shall be classified by the Building Official into a type hav- ing an equal or ...
... Types of Construction set forth in Table No. 17 - A . Any building which does not entirely conform to a Type of Construction set forth in Table No. 17 - A shall be classified by the Building Official into a type hav- ing an equal or ...
Page 122
... Type III , One - hour and Type III - N buildings may be constructed of any material permitted by this Code . Stairs in Type IV , Heavy Timber buildings shall be constructed as specified in Section 2106 . In Type III buildings , more ...
... Type III , One - hour and Type III - N buildings may be constructed of any material permitted by this Code . Stairs in Type IV , Heavy Timber buildings shall be constructed as specified in Section 2106 . In Type III buildings , more ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
10 other sections not shown
Other editions - View all
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