Uniform Building Code |
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Page 30
... APPROVED . " Such approved plans and specifications shall not be changed , modified , or altered without authorization from the Building Official , and all work shall be done in accordance with the approved plans . The Building Official ...
... APPROVED . " Such approved plans and specifications shall not be changed , modified , or altered without authorization from the Building Official , and all work shall be done in accordance with the approved plans . The Building Official ...
Page 36
... approved by the Building Official . ( f ) Approved Fabricators . Special inspections required by this Section and elsewhere in this Code , shall not be required where the work is done on the premises of a fabricator registered and approved ...
... approved by the Building Official . ( f ) Approved Fabricators . Special inspections required by this Section and elsewhere in this Code , shall not be required where the work is done on the premises of a fabricator registered and approved ...
Page 539
... Approved pressure gauges shall be provided at pressure tanks and at the air pump . 6. Fire Pumps . Fire pumps shall be approved and shall deliver not less than the required fire flow and pressure . Such pumps shall be supplied with ...
... Approved pressure gauges shall be provided at pressure tanks and at the air pump . 6. Fire Pumps . Fire pumps shall be approved and shall deliver not less than the required fire flow and pressure . Such pumps shall be supplied with ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
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 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