Uniform Building Code, Volume 6International Conference of Building Officials, 1967 - Building laws |
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Page 16
... load nor 1 / 240th with dead load and live load . ' Species of lumber are divided into groups as set forth in Table No. 25 - I . The allowable spans are based upon stress and deflection criteria set forth in U.B.C. Standard No. 25-21-67 ...
... load nor 1 / 240th with dead load and live load . ' Species of lumber are divided into groups as set forth in Table No. 25 - I . The allowable spans are based upon stress and deflection criteria set forth in U.B.C. Standard No. 25-21-67 ...
Page 21
... load nor 1/240 of the span with dead and live load - Without plastered ceiling - not considered . 1Species of lumber are divided into groups as set forth in Table No. 25-1 . Allowable stresses are increased 25 per cent for roof loading ...
... load nor 1/240 of the span with dead and live load - Without plastered ceiling - not considered . 1Species of lumber are divided into groups as set forth in Table No. 25-1 . Allowable stresses are increased 25 per cent for roof loading ...
Page 22
... load weight of roof - seven pounds per square foot on the horizontal projection - plus_weight of rafters . Eleven ... load nor 1/240 of the span with dead and snow load - Without plastered ceiling - not considered . 2x 6 32 12 2 x 8 24 ...
... load weight of roof - seven pounds per square foot on the horizontal projection - plus_weight of rafters . Eleven ... load nor 1/240 of the span with dead and snow load - Without plastered ceiling - not considered . 2x 6 32 12 2 x 8 24 ...
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Common terms and phrases
11 gauge anchored applied approved Basecoat BOLTS bond Building Official CAVITY WALL Ceiling Ceiling Ceiling concrete concrete masonry units Corbeling corrosion-resistant Direction 16 Douglas Fir exceed Expanded Metal Lath exterior walls Fasteners finish coat Fire-resistive Construction firebrick FIRESTOP five-eighths FLASHING FOUNDATION four inches FROST LINE GRADE GROUP III GROUP GROUTED MASONRY Gypsum Lath gypsum plaster gypsum wallboard HEADER Horizontal Perpendicular horizontal projection interior joints lath and plaster LINTEL MASONRY CHIMNEYS masonry walls MAXIMUM ALLOWABLE SPAN MAXIMUM SPACING mesh minimum modulus of elasticity mortar nails one-fourth inch one-half inch partitions plastered ceiling-not PLATE portland cement plaster pounds per square second coat sheathing six inches SOLID MASONRY square feet square foot square inch STORY stress-graded lumber studs Supporting Supporting Supporting Table thickness three-eighths inch twelve inches 12 twenty-four inches 24 U.B.C. Standard Uniform Building Code veneer Vertical Either Direction weatherboarding width wire lath wood frame wood shingles