Building Standards: Uniform Building Code1985 - Building laws |
From inside the book
Results 1-3 of 83
Page 281
... grade for hem - fir . LICL is L1 close grain laminating grade . L2D is L2 laminating grade ( dense ) . L2 is L2 laminating grade ( medium grain ) . L3 is L3 laminating grade ( medium grain for Douglas fir - larch , Douglas fir south and ...
... grade for hem - fir . LICL is L1 close grain laminating grade . L2D is L2 laminating grade ( dense ) . L2 is L2 laminating grade ( medium grain ) . L3 is L3 laminating grade ( medium grain for Douglas fir - larch , Douglas fir south and ...
Page 618
... Grade A concrete , members 12 " x 12 " , or greater ( not including sandstone , granite and siliceous gravel ) . ' 1/2 1 4 Grade B concrete and Grade A concrete excluded above , members 6 " x 6 " or greater ! 3 2 1/2 1 Grade B concrete and ...
... Grade A concrete , members 12 " x 12 " , or greater ( not including sandstone , granite and siliceous gravel ) . ' 1/2 1 4 Grade B concrete and Grade A concrete excluded above , members 6 " x 6 " or greater ! 3 2 1/2 1 Grade B concrete and ...
Page 764
... GRADE is the vertical location of the ground surface . Existing Grade is the grade prior to grading . Rough Grade is the stage at which the grade approximately conforms to the approved plan . Finish Grade is the final grade of the site ...
... GRADE is the vertical location of the ground surface . Existing Grade is the grade prior to grading . Rough Grade is the stage at which the grade approximately conforms to the approved plan . Finish Grade is the final grade of the site ...
Contents
Administrative CHAPTER 1 Title Scope and General SEC 101 Title 102 Purpose 103 Scope 104 Application to Existing Buildings and Structures | 1 |
Alternate Materials and Methods of Construction 106 Modifications 107 Tests | 3 |
Organization and Enforcement 201 Creation of Enforcement Agency SEC 202 Powers and Duties of Building Official | 4 |
Copyright | |
117 other sections not shown
Other editions - View all
Common terms and phrases
accordance with Section Allowable Unit Stresses applied approved axial load bars beam bolts building official building or structure column comply compression members concrete conform dead load diameter diaphragms Division 1 Occupancies dwelling units exceed exit exterior walls extreme fiber factor Fire Code floor area framing grade Group H grout height horizontal shear inspection installed joints joists laminations length less live load located lumber materials maximum minimum modulus of elasticity nails noncombustible occupancy separation openings panel Parallel to Grain particleboard Pedestrian walkways percent permitted perpendicular plywood portion pounds per square prestressing psi psi psi ratio resist roof rooms Select Decking Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab space span specified in Chapter specified in Section splices square feet square inch steel storage strength Stud surface Table tensile stress tension thickness timber U.B.C. Standard ventilation vertical water closet welds width wood yield strength