Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
From inside the book
Results 1-3 of 84
Page 401
... inches ( 4 " ) clear nor more than the width of the sheathing board . Spaced sheathing shall be not less than one inch by three inches ( 1 ′′ x 3 " ) nominal dimensions . Shingles shall be laid with a side lap of not less than one and ...
... inches ( 4 " ) clear nor more than the width of the sheathing board . Spaced sheathing shall be not less than one inch by three inches ( 1 ′′ x 3 " ) nominal dimensions . Shingles shall be laid with a side lap of not less than one and ...
Page 435
... inches ( 8 " ) in thickness , with an air space of not less than two inches ( 2 ′′ ) between the walls . The inside of the interior walls shall be of firebrick not less than four inches ( 4 " ) in thickness laid in a solid bed of fire ...
... inches ( 8 " ) in thickness , with an air space of not less than two inches ( 2 ′′ ) between the walls . The inside of the interior walls shall be of firebrick not less than four inches ( 4 " ) in thickness laid in a solid bed of fire ...
Page 494
... inches by six inches ( 4 ′′ x 6 ′′ ) in size , shall be provided on both sides of the canopy and spaced not more than twelve feet ( 12 ' ) , center - to - center . 3. Stringers , not less than four inches by twelve inches ( 4 " x 12 ...
... inches by six inches ( 4 ′′ x 6 ′′ ) in size , shall be provided on both sides of the canopy and spaced not more than twelve feet ( 12 ' ) , center - to - center . 3. Stringers , not less than four inches by twelve inches ( 4 " x 12 ...
Contents
HOW TO USE THE UNIFORM BUILDING CODE | 21 |
CHAPTER 3 | 28 |
Part IIDefinitions and Abbreviations | 35 |
Copyright | |
124 other sections not shown
Other editions - View all
Common terms and phrases
allowable stress allowable unit stresses applied approved axial load bars beam bending bolts bond Building Official building or structure ceiling cement cent chimney Code column compression members compressive strength computed conform construction Continued dead load designed diameter distance Douglas Fir exceed exit exterior walls EXTREME FIBER Fire Zone fire-resistive rating flange floor Formula framing gauge girders glued-laminated grade Group grout gypsum height horizontal incombustible joints joists Laminations lath least length less live load longitudinal lumber materials maximum metal minimum Modulus of Elasticity mortar nails occupant load openings parallel to grain permitted perpendicular plaster plate plywood portland cement pounds per square prestressing ratio resist roof Select Structural shear stress shear walls sheathing slab space span specified in Section splices square feet square inch steel studs surface Table thickness tion twelve inches 12 Type U.B.C. Standard values vertical welds width wire wood yield strength