Uniform Building CodePacific Coast Building Officials Conference, 1940 - Building laws |
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Page 94
... face with one layer of approved waterproofed building paper applied and tacked shingle fashion with joints horizontal . Hori- zontal joints of the paper shall be lapped at least two inches ( 2 " ) and perpendicular joints at least six ...
... face with one layer of approved waterproofed building paper applied and tacked shingle fashion with joints horizontal . Hori- zontal joints of the paper shall be lapped at least two inches ( 2 " ) and perpendicular joints at least six ...
Page 95
... face of the studs is not covered , an approved waterproof building paper shall be applied directly over the outer face of the sheathing in the same manner as specified in Subsection ( a ) of this Section . Shingles or shakes shall be ...
... face of the studs is not covered , an approved waterproof building paper shall be applied directly over the outer face of the sheathing in the same manner as specified in Subsection ( a ) of this Section . Shingles or shakes shall be ...
Page 185
... face of the column or pedestal supported by the footing . In footings on piles the critical section shall be assumed at a distance - d 2 from the face of the column or pedestal , and any piles whose centers are at or within the section ...
... face of the column or pedestal supported by the footing . In footings on piles the critical section shall be assumed at a distance - d 2 from the face of the column or pedestal , and any piles whose centers are at or within the section ...
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Common terms and phrases
A. S. T. M. Designation approved asbestos bars beams bolts brick Building Inspector building or structure ceiling cent Chapter 43 chimney coat Code column compression compression members construction as specified diameter doors Douglas Fir dry standpipes Enclosure exceed exit exterior walls Fire Zone fire-protected flange floor area foot four inches frame girders grade Group I occupancies gypsum horizontal incombustible materials joists least less than one-hour live load located lumber maximum metal lath minimum mortar one-half inch one-hour fire-resistive construction panel partitions permitted pipe plaster plate portland cement pounds per square proscenium protected reinforced concrete rivets roof shear side six inches smoke pipe solid masonry space span specified in Chapter specified in Section square feet square inch stairs stairways standpipes street structural steel stucco studs tests thickness tion total band twelve inches 12 Types of Construction unit stress Vertical Openings width wire wood