Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 8
... Special Hazards 709 . Exceptions and Deviations 88555622 60 60 CHAPTER 8 . Requirements for Group C Occupancies SEC . 801 . Group C Occupancies Defined 63 802 . 803 . Construction , Height , and Area Allowable Location on Property 63 63 ...
... Special Hazards 709 . Exceptions and Deviations 88555622 60 60 CHAPTER 8 . Requirements for Group C Occupancies SEC . 801 . Group C Occupancies Defined 63 802 . 803 . Construction , Height , and Area Allowable Location on Property 63 63 ...
Page 9
... Special Hazards 1208 . CHAPTER 13 . Requirements for Group H Occupancies SEC . 1301 . Group H Occupancies Defined 74 74 74 FEEEEEE 77 77 77 77 77 77 77 78 79 1303 . 1302. Construction , Height , and Area Allowable Location on Property ...
... Special Hazards 1208 . CHAPTER 13 . Requirements for Group H Occupancies SEC . 1301 . Group H Occupancies Defined 74 74 74 FEEEEEE 77 77 77 77 77 77 77 78 79 1303 . 1302. Construction , Height , and Area Allowable Location on Property ...
Page 33
... SPECIAL CASES : On special construction or work in- volving unusual hazards or requiring constant inspec- tion . EXCEPTION : The Building Official may waive the re- quirement for the employment of a special inspector if he finds that ...
... SPECIAL CASES : On special construction or work in- volving unusual hazards or requiring constant inspec- tion . EXCEPTION : The Building Official may waive the re- quirement for the employment of a special inspector if he finds that ...
Contents
HOW TO USE THE UNIFORM BUILDING CODE | 21 |
CHAPTER 3 | 28 |
Part IIDefinitions and Abbreviations | 35 |
Copyright | |
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Common terms and phrases
allowable stress allowable unit stresses applied approved axial load bars beam bending bolts bond Building Official building or structure ceiling cement cent chimney Code column compression members compressive strength computed conform construction Continued dead load designed diameter distance Douglas Fir exceed exit exterior walls EXTREME FIBER Fire Zone fire-resistive rating flange floor Formula framing gauge girders glued-laminated grade Group grout gypsum height horizontal incombustible joints joists Laminations lath least length less live load longitudinal lumber materials maximum metal minimum Modulus of Elasticity mortar nails occupant load openings parallel to grain permitted perpendicular plaster plate plywood portland cement pounds per square prestressing ratio resist roof Select Structural shear stress shear walls sheathing slab space span specified in Section splices square feet square inch steel studs surface Table thickness tion twelve inches 12 Type U.B.C. Standard values vertical welds width wire wood yield strength