Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
From inside the book
Results 1-3 of 85
Page 49
... height and number of stories of Maximum every building shall be dependent upon the character of the Height of occupancy and the type of construction , and shall not exceed Buildings the limits set forth in Table No. 5 - D , except as ...
... height and number of stories of Maximum every building shall be dependent upon the character of the Height of occupancy and the type of construction , and shall not exceed Buildings the limits set forth in Table No. 5 - D , except as ...
Page 75
... height or portion thereof shall be considered as a tier . The clear height of a parking tier shall be not less than six feet six inches ( 6'6 " ) except that a lesser clear height may be permitted in mechanical - access open parking ...
... height or portion thereof shall be considered as a tier . The clear height of a parking tier shall be not less than six feet six inches ( 6'6 " ) except that a lesser clear height may be permitted in mechanical - access open parking ...
Page 81
... height the minimum width of the yard shall be increased at the rate of one foot ( 1 ' ) for each additional story . For buildings exceeding 14 stories in height , the required width of yard shall be computed on the basis of 14 stories ...
... height the minimum width of the yard shall be increased at the rate of one foot ( 1 ' ) for each additional story . For buildings exceeding 14 stories in height , the required width of yard shall be computed on the basis of 14 stories ...
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