Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 605
... over public property not more than 7 feet from the face of a supporting building but no portion shall extend nearer ... project above the roof of the awning at the point of attachment and shall not extend more than 12 inches below the ...
... over public property not more than 7 feet from the face of a supporting building but no portion shall extend nearer ... project above the roof of the awning at the point of attachment and shall not extend more than 12 inches below the ...
Page 697
... project over public property Waterproofing . BARBECUES 4506 4506 4506 5211 701 403 3315 ( c ) 3301 ( c ) , 3304 3304 , 3309 4504 1707 ( c ) Chapter 37 BARRICADES , Construction . BARS For concrete reinforcing ( see 697 1979 EDITION INDEX.
... project over public property Waterproofing . BARBECUES 4506 4506 4506 5211 701 403 3315 ( c ) 3301 ( c ) , 3304 3304 , 3309 4504 1707 ( c ) Chapter 37 BARRICADES , Construction . BARS For concrete reinforcing ( see 697 1979 EDITION INDEX.
Page 704
... project over public property Shower DORMITORY Definition DOWNSPOUT For marquees . For roofs , general . DRAFT STOPS . DRAINAGE Around buildings . For graded sites Roof .. DRAWINGS ( see PLANS ) DRESSING ROOMS ( Stages ) Construction ...
... project over public property Shower DORMITORY Definition DOWNSPOUT For marquees . For roofs , general . DRAFT STOPS . DRAINAGE Around buildings . For graded sites Roof .. DRAWINGS ( see PLANS ) DRESSING ROOMS ( Stages ) Construction ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
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Common terms and phrases
allowable stress allowable unit stress applied approved axial bars beam bending bolts building official building or structure ceiling column compression members compressive strength computed concrete conform dead load Decking diameter distance Division 1 Occupancies exceed exit exterior walls fire-resistive construction flange flexural foot Formula frame girders grade Group grout gypsum height horizontal inspection 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 panel partitions percent permitted plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear 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 tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength