Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
From inside the book
Results 1-3 of 33
Page 204
... nail , or to solid nominal wood sheathing with not less than one line of nails spaced not more than twenty - four inches ( 24 " ) on center in each piece of the weatherboarding or siding . Nails shall be so located as to hold the bottom ...
... nail , or to solid nominal wood sheathing with not less than one line of nails spaced not more than twenty - four inches ( 24 " ) on center in each piece of the weatherboarding or siding . Nails shall be so located as to hold the bottom ...
Page 398
... Nails . Nails for composition roofs shall be not smaller than No. 12 gauge , with heads not less than three - eighths inch ( % " ) in diameter for shingle application and seven - sixteenths inch ( " ) in diameter for built - up roofs ...
... Nails . Nails for composition roofs shall be not smaller than No. 12 gauge , with heads not less than three - eighths inch ( % " ) in diameter for shingle application and seven - sixteenths inch ( " ) in diameter for built - up roofs ...
Page 475
... nails spaced 7 " on center 2 " x 4 " wood studs 16 " on center with two layers 1⁄2 " regular gypsum wallboard applied vertically or horizontally each side , joints staggered . Nail base layer with 5d cooler nails at 8 " on center , face ...
... nails spaced 7 " on center 2 " x 4 " wood studs 16 " on center with two layers 1⁄2 " regular gypsum wallboard applied vertically or horizontally each side , joints staggered . Nail base layer with 5d cooler nails at 8 " on center , face ...
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