Uniform Building CodeInternational Conference of Building Officials, 1982 - Building laws |
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Page 92
... Units Sec . 1208. An efficiency dwelling unit shall conform to the requirements of the code except as herein provided : 1. The unit shall have a living room of not less than 220 square feet of superficial floor area . An additional 100 ...
... Units Sec . 1208. An efficiency dwelling unit shall conform to the requirements of the code except as herein provided : 1. The unit shall have a living room of not less than 220 square feet of superficial floor area . An additional 100 ...
Page 161
... Unit Masonry Sec . 2410. ( a ) General . Hollow unit masonry is that type of construction made with hollow masonry units in which the units are all laid and set in mortar . All units shall be laid with full face shell mortar beds . All ...
... Unit Masonry Sec . 2410. ( a ) General . Hollow unit masonry is that type of construction made with hollow masonry units in which the units are all laid and set in mortar . All units shall be laid with full face shell mortar beds . All ...
Page 192
... unit stress for extreme fiber in bending . allowable unit stress for extreme fiber in bending , adjusted for slenderness . = actual unit stress for extreme fiber in bending . = = = allowable unit stress in compression parallel to grain ...
... unit stress for extreme fiber in bending . allowable unit stress for extreme fiber in bending , adjusted for slenderness . = actual unit stress for extreme fiber in bending . = = = allowable unit stress in compression parallel to grain ...
Contents
0000228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
106 other sections not shown
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Common terms and phrases
accordance with Section Allowable Unit Stresses applied approved assembly bars beam bending bolts building official building or structure ceiling Chapter column compression members compressive strength computed concrete dead load Decking diameter distance doors edge exceed exit exterior walls Extreme Fiber factor fire fire-resistive construction flange flexural members foot Formula framing gauge girders grade Group grout gypsum height installed joints joists laminations length less live load located lumber masonry materials maximum minimum modulus of elasticity nails noncombustible occupant load openings panel percent permitted perpendicular plastic plate plywood portland cement pounds per square prestressing protected psi psi ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress sheathing slab space span specified in Section splices square feet square inch stairway steel studs surface Table tensile tensile stress tension tests thickness Type U.B.C. Standard values vertical welds width wire wood wood shingles yield strength