Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 400
... roofs , or where the roof slope exceeds seven inches ( 7 " ) to twelve inches ( 12 " ) , or where shingles are laid not less than three thicknesses at any point . Roof valley flashing shall be the same as required for wood shingles , or ...
... roofs , or where the roof slope exceeds seven inches ( 7 " ) to twelve inches ( 12 " ) , or where shingles are laid not less than three thicknesses at any point . Roof valley flashing shall be the same as required for wood shingles , or ...
Page 405
... roofs , between roof and bottom chord of trusses , in all buildings exceeding twenty thousand square feet ( 20,000 sq . ft . ) of floor area . Such draft stops shall divide the under roof area into sections not to ex- ceed twenty ...
... roofs , between roof and bottom chord of trusses , in all buildings exceeding twenty thousand square feet ( 20,000 sq . ft . ) of floor area . Such draft stops shall divide the under roof area into sections not to ex- ceed twenty ...
Page 431
... roof covering of a bay or oriel window shall conform to the requirements for roofing of the main roof of the building . Sec . 3502. Exterior balconies attached to or supported by Balconies walls required to be of masonry shall have ...
... roof covering of a bay or oriel window shall conform to the requirements for roofing of the main roof of the building . Sec . 3502. Exterior balconies attached to or supported by Balconies walls required to be of masonry shall have ...
Contents
HOW TO USE THE UNIFORM BUILDING CODE | 21 |
CHAPTER 3 | 28 |
Part IIDefinitions and Abbreviations | 35 |
Copyright | |
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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