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Page 58
Liquid storage rooms . The design and construction of liquid storage rooms in
which Class I , II or III - A liquids are stored shall be in accordance with the
requirements for a Group H , Division 2 Occupancy and the following : A . Floors
shall be ...
Liquid storage rooms . The design and construction of liquid storage rooms in
which Class I , II or III - A liquids are stored shall be in accordance with the
requirements for a Group H , Division 2 Occupancy and the following : A . Floors
shall be ...
Page 59
Inside liquid rooms . Rooms that do not have an exterior wall may be used for the
storage or the storage and use , dispensing or mixing of Class I , II or III - A liquids
, provided they do not exceed 500 square feet in area and are separated from ...
Inside liquid rooms . Rooms that do not have an exterior wall may be used for the
storage or the storage and use , dispensing or mixing of Class I , II or III - A liquids
, provided they do not exceed 500 square feet in area and are separated from ...
Page 66
TABLE NO . 9 - A - EXEMPT AMOUNTS OF HAZARDOUS MATERIALS ,
LIQUIDS AND CHEMICALS MATERIAL MAXIMUM QUANTITIES 30 gal2 60 gal2
90 gal2 1 . Flammable liquids ! Class I - A Class I - B Class I - C 2 . Combustible
liquids !
TABLE NO . 9 - A - EXEMPT AMOUNTS OF HAZARDOUS MATERIALS ,
LIQUIDS AND CHEMICALS MATERIAL MAXIMUM QUANTITIES 30 gal2 60 gal2
90 gal2 1 . Flammable liquids ! Class I - A Class I - B Class I - C 2 . Combustible
liquids !
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Contents
Part Definitions and Abbreviations | 17 |
Fireresistive Substitution | 33 |
Pedestrian Walkways | 34 |
Copyright | |
119 other sections not shown
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Common terms and phrases
accordance additional allowable applied approved axial bars beam bearing bending building official Chapter column combination comply compression compressive stress computed concrete conform connections considered construction continuous covered Decking determined direction distance Division edge effective elasticity elements equipment exceed EXCEPTION exit exterior walls face factor feet fiber fire fire-resistive flexural floor foot forces Formula framing grade grain greater Group height horizontal hour inches increased inspection installed joints lateral least length less limited live load located masonry materials maximum modulus nails Occupancies one-hour openings panel parallel percent permitted placed portion protected ratio reinforcement resist roof rooms Section Select Structural separation shear side slab space span specified square steel storage story strength stress Structural Stud surface Table tension thickness Type U.B.C. Standard unit values vertical walls welds wide width wood