Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 8
... Occupancies SEC . 701 . Group B Occupancies Defined 702 . 703 . Construction , Height , and Area Allowable Location on Property 61 704 . Exit Facilities 61 705 . Light , Ventilation , and Sanitation 61 706 . Enclosure of Vertical ...
... Occupancies SEC . 701 . Group B Occupancies Defined 702 . 703 . Construction , Height , and Area Allowable Location on Property 61 704 . Exit Facilities 61 705 . Light , Ventilation , and Sanitation 61 706 . Enclosure of Vertical ...
Page 60
International Conference of Building Officials. Group B Occupancies Defined Construction , Height , and Area Allowable CHAPTER 7 - REQUIREMENTS FOR GROUP B OCCUPANCIES Sec . 701. Group B Occupancies shall be : Division 1. Any assembly ...
International Conference of Building Officials. Group B Occupancies Defined Construction , Height , and Area Allowable CHAPTER 7 - REQUIREMENTS FOR GROUP B OCCUPANCIES Sec . 701. Group B Occupancies shall be : Division 1. Any assembly ...
Page 421
... Occupancies and Groups B , D and H Occupancies with an occupant load of more than 50 . All other occupancies serving an occupant load of more than 100 . EXCEPTION : Main exterior exit doors which obviously and clearly are identifiable ...
... Occupancies and Groups B , D and H Occupancies with an occupant load of more than 50 . All other occupancies serving an occupant load of more than 100 . EXCEPTION : Main exterior exit doors which obviously and clearly are identifiable ...
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