Uniform Building Code |
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Page 144
... equipment and machinery and their anchorage is an integral part of the design and specification of such equipment and machinery . For essential facilities and life safety systems , the design and detailing of equipment which must remain ...
... equipment and machinery and their anchorage is an integral part of the design and specification of such equipment and machinery . For essential facilities and life safety systems , the design and detailing of equipment which must remain ...
Page 511
... equipment for two hours . 9. Acceptance and testing . Before the mechanical equipment is ac- cepted by the building official , it shall be tested in his presence to confirm that the mechanical equipment is operating in compliance with ...
... equipment for two hours . 9. Acceptance and testing . Before the mechanical equipment is ac- cepted by the building official , it shall be tested in his presence to confirm that the mechanical equipment is operating in compliance with ...
Page 549
... equipment . The exhaust capacity shall be 200 cubic feet per minute for each lamp connected to the lamp exhaust system , or as recommended by the equipment manufacturer . Auxiliary air may be introduced into the system through a ...
... equipment . The exhaust capacity shall be 200 cubic feet per minute for each lamp connected to the lamp exhaust system , or as recommended by the equipment manufacturer . Auxiliary air may be introduced into the system through a ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
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 ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height installed joints joists lath least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch stairway steel strength studs surface Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength