Uniform Building Code, Volume 1930Pacific Coast Building Officials Conference, 1930 - Building laws |
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Page 135
... connected to each other by a strap or through the carrying members with not less than two ( 2 ) bolts or rivets each not less than five - eighths ( % ) of an inch in diameter in the end of each connecting member . ( g ) Tie rods shall ...
... connected to each other by a strap or through the carrying members with not less than two ( 2 ) bolts or rivets each not less than five - eighths ( % ) of an inch in diameter in the end of each connecting member . ( g ) Tie rods shall ...
Page 137
... connected member . When welds are used , each connection of member to member shall be made with not less than two ( 2 ) welds , and each weld shall be not less in length measured from starting end to the center of the finish- ing crater ...
... connected member . When welds are used , each connection of member to member shall be made with not less than two ( 2 ) welds , and each weld shall be not less in length measured from starting end to the center of the finish- ing crater ...
Page 171
... connected thereto and served by the vent at that point . Not more than three ( 3 ) appliances shall be connected to any such vent , except that the various units of a unit fur- nace may be combined and connected to one vent . A single ...
... connected thereto and served by the vent at that point . Not more than three ( 3 ) appliances shall be connected to any such vent , except that the various units of a unit fur- nace may be combined and connected to one vent . A single ...
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