Uniform Building Code, Volume 1930Pacific Coast Building Officials Conference, 1930 - Building laws |
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Page 74
... joints horizontal . Hori- zontal joints of the paper shall be lapped at least two ( 2 ) inches and perpendicular joints at least six ( 6 ) inches . Weatherboard- ing , when in place , shall have an average thickness of not less than ...
... joints horizontal . Hori- zontal joints of the paper shall be lapped at least two ( 2 ) inches and perpendicular joints at least six ( 6 ) inches . Weatherboard- ing , when in place , shall have an average thickness of not less than ...
Page 75
... joints shall be lapped not less than two ( 2 ) inches and vertical joints not less than six ( 6 ) inches . Where sheathing or similar backing is not used a sixteen ( 16 ) W. & M. gauge wire stretched taut horizontally across the stud ...
... joints shall be lapped not less than two ( 2 ) inches and vertical joints not less than six ( 6 ) inches . Where sheathing or similar backing is not used a sixteen ( 16 ) W. & M. gauge wire stretched taut horizontally across the stud ...
Page 137
... joints of all trussed steel joists shall be made by con- necting the members directly to one another by fusion welds or by rivets of sufficient capacity to develop the ultimate strength of the smallest connected member . When welds are ...
... joints of all trussed steel joists shall be made by con- necting the members directly to one another by fusion welds or by rivets of sufficient capacity to develop the ultimate strength of the smallest connected member . When welds are ...
Contents
PART IADMINISTRATIVE | 1 |
Enforcement | 8 |
PART IIIREQUIREMENTS BASED ON OCCUPANCY | 16 |
Copyright | |
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A. S. T. M. Designation allowable asbestos balconies beams brick Building Inspector building or structure cent Chapter 43 chimneys coat Code columns combustible compression compression member construction as specified doors dry standpipes Enclosure of Vertical exceed exterior walls Fire Zone fireproofed floor area floor construction foot frame girders grade Group A buildings Group H gypsum height horizontal inches inches in thickness inches thick incombustible materials joists less than four less than three live load lumber masonry or reinforced masonry walls maximum metal lath mortar occupancy one-half one-hour fire-resistive construction partitions permit plaster Portland cement pounds per square proscenium protected reinforced concrete seats slabs smoke pipe smokeproof tower solid masonry space specified in Chapter specified in Section square feet Stairs and Exits stairways stories street structural steel stucco studs thereof tion twelve 12 twenty 20 Type of Construction Type V buildings ventilation Vertical Openings width wire wood